密肋壁板结构全寿命质量控制与建造技术研究
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摘要
密肋壁板结构是一种节能抗震型建筑结构体系，有着很好的推广应用前景。然而，作为一种新型结构体系还存在着很多不完善的地方，特别是在全寿命质量控制与建造技术研究方面尚属空白。本文以密肋壁板结构为对象，以全寿命周期质量控制与建造技术研究为主线，从工程项目全寿命周期中的可行性论证与科学决策系统、结构全寿命总费用评估与设计质量控制体系、复合墙体及结构体系的施工工艺研究与开发、结构工程质量控制与施工管理、新型结构全寿命周期中的使用及安全评定诸方面进行了全面系统的研究与探讨。主要研究内容及成果如下：
1．工程质量与使用寿命关系模型研究
结构的工程质量与使用寿命关系模型在工程项目可行性论证阶段，对所采用的建设方案进行比较估算，预知工程结构的可靠度及其寿命，并进行相应的可靠性评价有重要的意义。本文结合密肋壁板结构特点，通过结构主要构件(密肋复合墙体)的质量分析模型及使用分析模型研究，建立了结构的工程质量与使用寿命关系模型，为投资者在项目建设前期提供相关信息，减少因工程质量事故带来的投资风险，增加预期投资决策的可靠性。
2．DEA评价模型的建立及工程结构多目标综合评价方法研究
工程全寿命周期中可行性论证方案的评价与选择决定着建设项目投资效益的优劣。为克服目前可行性论证单指标评价和评价指标设置不完善的弊端，本文应用数据包络分析(Data Envelopment Analysis)方法，建立DEA评价模型，对密肋壁板结构工程进行多目标综合评价，为项目的科学决策提供理论依据，就唐山荣泰园小区工程进行了可行性论证。
3．基于投资—效益准则的结构全寿命总费用评估与设计质量控制方法研究
全寿命总费用评估是基于性能抗震设计的基本问题，目标是使全寿命周期总费用最小。文中结合密肋壁板结构特点，建立了结构的初始费用评估模型。通过算例分析证明了模糊综合评判进行结构失效损失费用评估方法的可行性，提出分灾设计理念，给出了基于投资一效益准则的密肋壁板结构抗震优化设计方法，为基于性能的密肋壁板结构抗震设计提供了理论基础。同时对工程设计的质量控制与管理进行了探讨。
4．密肋壁板结构建造技术及墙板生产工艺方法研究
密肋壁板结构施工工艺方法研究是密肋壁板结构得以推广应用的前提。本文在总结传统施工方法的基础上，首次提出墙板内热式自循环蒸养系统及移动式生产工艺方法，结合密肋壁板结构特点，提出了结构连接构造及装配整体式施工工艺新方法，并就地基基础施工质量控制进行了探讨。
5．密肋壁板结构施工质量控制与管理方法研究
通过对施工质量控制的基本理论与方法评析，提出工程质量的控制模式、实现途径和实践效应。在此基础上给出了基于概率统计理论的适宜于密肋壁板结构的质量控制方法。分析表明：密肋壁板结构进行质量控制不仅应围绕其设计阶段、施工阶段和使用阶段的宏观质量控制展开，而且要更加注重各个阶段的技术控制，在工程建设中要实现宏观控制和微观控制、管理控制和技术控制的双效合一。同时结合密肋壁板结构示范工程就“全过程、全项目和全员”质量控制体系进行了探讨。
6．密肋壁板结构全寿命周期中使用管理及安全性评估方法研究
在对中外建筑工程维护管理的对比分析基础上，提出密肋壁板结构体系使用管理方法。结合结构的可靠性及耐久性，以已建的密肋壁板房屋为对象，通过现场测试、结构动力特性反演及静力弹塑性分析对密肋壁板结构的安全性评估方法进行了探讨。
本文的创新之处在于：
首次将全寿命质量控制的概念应用于密肋壁板结构体系之中。通过项目的可行性论证、结构的优化设计、施工建造技术研究、项目的运营及安全性评估等，将质量控制与施工管理贯穿于始终。主要创新点有：
1．密肋壁板结构工程质量与使用关系模型的建立及多目标综合评价方法的提出
通过密肋复合墙体可靠指标β的分析研究，建立了结构的工程质量与使用寿命关系模型，应用数据包络分析方法，进行了工程的多目标综合评价，为项目的可行性科学决策提供了理论依据。
2．基于投资—效益准则的密肋壁板结构全寿命总费用评估方法的建立
结合密肋壁板结构构造特点提出分灾设计理念，给出了基于投资—效益准则的密肋壁板结构抗震优化设计方法，建立了结构的初始费用评估模型。通过算例分析，验证了模糊综合评判进行结构失效损失费用评估方法的可行性。
3．密肋壁板结构建造技术及墙板生产工艺的研发
针对密肋壁板结构特点提出了结构连接构造及装配整体式施工工艺新方法，首次开发了墙板内热式自循环蒸养系统及移动式生产工艺方法，并申报了国家发明专利。
4．基于概率统计理论的密肋壁板结构质量控制方法的给出
就工程质量的控制模式、实现途径和实践效应进行了分析，提出了基于概率统计理论的适宜于密肋壁板结构的质量控制方法。结合密肋壁板结构示范工程就三全(全过程、全项目和全员)质量控制体系进行了探讨。
Multi-ribbed wall panel structure is an energy-saving and seismic building structure system, which has a broad perspective in application. However, as a new type of structure system, it still has many imperfections. In the field of life-circle quality control and building technology, especially, little research has been done. The paper, which puts the multi-ribbed wall panel structure as an example and takes the life-circle quality control and building technology as its main line, performs a systemic research and discussion in several aspects, such as the feasibility demonstration and scientific decision-making system of projects in all life cycle, evaluation of the structural life-cycle cost and the design of quality control system, study and exploitation of the construction technology for multi-ribbed composite wall and structure systems, quality control and construction management, use and safety assessment of the new structure in all life cycle and so on. Followings are in details:
1. Research on relation model of construction quality and using life
The relation model of the construction quality and using life is used to compare and estimate the adopted construction plans at the stage of feasibility demonstration, which can predict the reliability and life of engineering structures performs the corresponding reliability assessment. Based on the characteristics of multi-ribbed wall panel structure and by studying the quality analysis model and using analysis model, the relation model of the construction quality and using life is established. That can provide abundant information concerned for investors in the early construction stage, as a result, the investment risk brought by the quality accidents of construction can be reduced, and the reliability of planned investment decision can be enhanced.
2. Establishment of DEA evaluation model and research on multi-objectived synthetical assess method
The investing benefit of the construction project is decided by the assessment and choice of the schemes in the feasibility demonstration. In order to overcome the disadvantages of both single index evaluation and faultiness in assessing index, the Data Envelopment Analysis method is applied in the paper to establish the DEA evaluation model. And the multi-objectived synthetical evaluation is carried out to the multi-ribbed wall panel structure, which provides theoretical basis for scientific policy decision. At the same time, the feasibility of construction of Rongtai Residential Area in Tangshan is studied.
3. Research on life-circle total cost assessment and optimal seismic design of structure based on invest-benefit rules
Life-circle total cost assessment which aims at the minimum total cost for the life-circle cost is the basic problem for the seismic design based on performance. In light of the characters of multi-ribbed wall-panel structure, the initial cost assessment model is set up. By the example analysis, the feasibility of loss charge of invalidation of the structure evaluated by the fuzzy comprehensive evaluation method is testified, and the concept of disaster-distribution design is brought forward. The optimum seismic design method of multi-ribbed wall-panel structure based on invest-profit is given. That provides theoretical foundation to performance-based seismic design of multi-ribbed wall-panel structure. Meanwhile, the quality control and management of structure design are also discussed.
4. Study on construction technology of multi-ribbed wall-panel structure
Research of the construction technology of multi-ribbed wall panel structure is the precondition of the spreading and application for the structure. This paper, based on the summary of traditional construction technology, brings forward the inner-heated self-circulation steam conservation system and mobile construction technology firstly. In light of characters of multi-ribbed wall panel structure, the connecting constitution and a new construction technology of assembled integration are presented, meanwhile construction quality control of subsoil and foundation is also discussed.
5. Research on construction quality control and management method of multi-ribbed wall panel structure
By the commentary on basal theories and methods of construction quality control, the control model, implementing means and practice effect are brought forward. Moreover quality control method based on probability counting theories which is suitable to multi-ribbed wall panel structure is given. The relative analysis indicates: the quality control of multi-ribbed wall panel structure includes not only some macro aspects, such as the design stage, construction stage and using stage, but also the technical control in each stage. It is essential to unite the macro control with micro control, and so is the management control and technology control. At the same time, the total process, total project and total employee quality control system is discussed to the demonstration engineering of the multi-ribbed wall panel structure.
6. Research on using management and safety assessment method of multi-ribbed wall panel structure
Based on the contrast and analysis of construction maintenance management inland and overseas, using management method of multi-ribbed wall panel structure is put forward. According to the reliability and durability of the structure, some built multi-ribbed wall panel buildings are studied by test on site, inversion of dynamical characters of structures and static elastic-plastic analysis, which discusses the safety assessment method of multi-ribbed wall panel structure.
The mainly original points are as follows:
The concept of life-circle is applied in multi-ribbed wall panel structure system firstly. The quality control and construction management are carried out to go throughout by the feasibility testify of projects, optimum design of structures, researches on construction technology, running and safety assess of projects. Following are in details:
1. Establishment of the relation model of the construction quality and using life for multi-ribbed wall panel structure and presentation of multi-object synthetical assessment method
By studying the reliability indexβof multi-ribbed composite wall, the relation model of the construction quality and using life for the structure is built. The data envelopment analysis method is employed to carry out the multi-object synthetical evaluation to engineering, which provides theoretical base to scientific decision of project feasibility.
2. Establishment of life-circle total cost assessment method of multi-ribbed wall panel structure based on invest-benefit rules
Based on the constitution characters of multi-ribbed wall panel structure, the paper proposes the concept of disaster-distribution design, presents the optimum seismic design method based on invest-benefit rules of the structure and sets up the initial cost assess model. By the example analysis, the feasibility of the method that using the fuzzy comprehensive evaluation to evaluate the invalidation loss charge of structure is testified.
3. Research and Development for building technology of multi-ribbed wall panel structure and production craft of multi-ribbed composite slab
The new method of connect constitution and assembled integration construction are brought forward in light of characters of multi-ribbed wall panel structures. The inner-heated self-circulation steam conservation system and mobile construction technics are brought forward firstly and program was applied for invention patent to the state.
4. Presentation of quality control method of multi-ribbed wall panel structure based on theory of probability counting
The control model, practice means and fulfillment effect of construction quality are analyzed, and the quality control method based on probability counting theories which is suitable for the multi-ribbed wall panel structure is proposed. The three-total quality control system including total process, total project and total employee is discussed in light of model multi-ribbed wall panel structure projects.
1．工程质量与使用寿命关系模型研究
结构的工程质量与使用寿命关系模型在工程项目可行性论证阶段，对所采用的建设方案进行比较估算，预知工程结构的可靠度及其寿命，并进行相应的可靠性评价有重要的意义。本文结合密肋壁板结构特点，通过结构主要构件(密肋复合墙体)的质量分析模型及使用分析模型研究，建立了结构的工程质量与使用寿命关系模型，为投资者在项目建设前期提供相关信息，减少因工程质量事故带来的投资风险，增加预期投资决策的可靠性。
2．DEA评价模型的建立及工程结构多目标综合评价方法研究
工程全寿命周期中可行性论证方案的评价与选择决定着建设项目投资效益的优劣。为克服目前可行性论证单指标评价和评价指标设置不完善的弊端，本文应用数据包络分析(Data Envelopment Analysis)方法，建立DEA评价模型，对密肋壁板结构工程进行多目标综合评价，为项目的科学决策提供理论依据，就唐山荣泰园小区工程进行了可行性论证。
3．基于投资—效益准则的结构全寿命总费用评估与设计质量控制方法研究
全寿命总费用评估是基于性能抗震设计的基本问题，目标是使全寿命周期总费用最小。文中结合密肋壁板结构特点，建立了结构的初始费用评估模型。通过算例分析证明了模糊综合评判进行结构失效损失费用评估方法的可行性，提出分灾设计理念，给出了基于投资一效益准则的密肋壁板结构抗震优化设计方法，为基于性能的密肋壁板结构抗震设计提供了理论基础。同时对工程设计的质量控制与管理进行了探讨。
4．密肋壁板结构建造技术及墙板生产工艺方法研究
密肋壁板结构施工工艺方法研究是密肋壁板结构得以推广应用的前提。本文在总结传统施工方法的基础上，首次提出墙板内热式自循环蒸养系统及移动式生产工艺方法，结合密肋壁板结构特点，提出了结构连接构造及装配整体式施工工艺新方法，并就地基基础施工质量控制进行了探讨。
5．密肋壁板结构施工质量控制与管理方法研究
通过对施工质量控制的基本理论与方法评析，提出工程质量的控制模式、实现途径和实践效应。在此基础上给出了基于概率统计理论的适宜于密肋壁板结构的质量控制方法。分析表明：密肋壁板结构进行质量控制不仅应围绕其设计阶段、施工阶段和使用阶段的宏观质量控制展开，而且要更加注重各个阶段的技术控制，在工程建设中要实现宏观控制和微观控制、管理控制和技术控制的双效合一。同时结合密肋壁板结构示范工程就“全过程、全项目和全员”质量控制体系进行了探讨。
6．密肋壁板结构全寿命周期中使用管理及安全性评估方法研究
在对中外建筑工程维护管理的对比分析基础上，提出密肋壁板结构体系使用管理方法。结合结构的可靠性及耐久性，以已建的密肋壁板房屋为对象，通过现场测试、结构动力特性反演及静力弹塑性分析对密肋壁板结构的安全性评估方法进行了探讨。
本文的创新之处在于：
首次将全寿命质量控制的概念应用于密肋壁板结构体系之中。通过项目的可行性论证、结构的优化设计、施工建造技术研究、项目的运营及安全性评估等，将质量控制与施工管理贯穿于始终。主要创新点有：
1．密肋壁板结构工程质量与使用关系模型的建立及多目标综合评价方法的提出
通过密肋复合墙体可靠指标β的分析研究，建立了结构的工程质量与使用寿命关系模型，应用数据包络分析方法，进行了工程的多目标综合评价，为项目的可行性科学决策提供了理论依据。
2．基于投资—效益准则的密肋壁板结构全寿命总费用评估方法的建立
结合密肋壁板结构构造特点提出分灾设计理念，给出了基于投资—效益准则的密肋壁板结构抗震优化设计方法，建立了结构的初始费用评估模型。通过算例分析，验证了模糊综合评判进行结构失效损失费用评估方法的可行性。
3．密肋壁板结构建造技术及墙板生产工艺的研发
针对密肋壁板结构特点提出了结构连接构造及装配整体式施工工艺新方法，首次开发了墙板内热式自循环蒸养系统及移动式生产工艺方法，并申报了国家发明专利。
4．基于概率统计理论的密肋壁板结构质量控制方法的给出
就工程质量的控制模式、实现途径和实践效应进行了分析，提出了基于概率统计理论的适宜于密肋壁板结构的质量控制方法。结合密肋壁板结构示范工程就三全(全过程、全项目和全员)质量控制体系进行了探讨。
Multi-ribbed wall panel structure is an energy-saving and seismic building structure system, which has a broad perspective in application. However, as a new type of structure system, it still has many imperfections. In the field of life-circle quality control and building technology, especially, little research has been done. The paper, which puts the multi-ribbed wall panel structure as an example and takes the life-circle quality control and building technology as its main line, performs a systemic research and discussion in several aspects, such as the feasibility demonstration and scientific decision-making system of projects in all life cycle, evaluation of the structural life-cycle cost and the design of quality control system, study and exploitation of the construction technology for multi-ribbed composite wall and structure systems, quality control and construction management, use and safety assessment of the new structure in all life cycle and so on. Followings are in details:
1. Research on relation model of construction quality and using life
The relation model of the construction quality and using life is used to compare and estimate the adopted construction plans at the stage of feasibility demonstration, which can predict the reliability and life of engineering structures performs the corresponding reliability assessment. Based on the characteristics of multi-ribbed wall panel structure and by studying the quality analysis model and using analysis model, the relation model of the construction quality and using life is established. That can provide abundant information concerned for investors in the early construction stage, as a result, the investment risk brought by the quality accidents of construction can be reduced, and the reliability of planned investment decision can be enhanced.
2. Establishment of DEA evaluation model and research on multi-objectived synthetical assess method
The investing benefit of the construction project is decided by the assessment and choice of the schemes in the feasibility demonstration. In order to overcome the disadvantages of both single index evaluation and faultiness in assessing index, the Data Envelopment Analysis method is applied in the paper to establish the DEA evaluation model. And the multi-objectived synthetical evaluation is carried out to the multi-ribbed wall panel structure, which provides theoretical basis for scientific policy decision. At the same time, the feasibility of construction of Rongtai Residential Area in Tangshan is studied.
3. Research on life-circle total cost assessment and optimal seismic design of structure based on invest-benefit rules
Life-circle total cost assessment which aims at the minimum total cost for the life-circle cost is the basic problem for the seismic design based on performance. In light of the characters of multi-ribbed wall-panel structure, the initial cost assessment model is set up. By the example analysis, the feasibility of loss charge of invalidation of the structure evaluated by the fuzzy comprehensive evaluation method is testified, and the concept of disaster-distribution design is brought forward. The optimum seismic design method of multi-ribbed wall-panel structure based on invest-profit is given. That provides theoretical foundation to performance-based seismic design of multi-ribbed wall-panel structure. Meanwhile, the quality control and management of structure design are also discussed.
4. Study on construction technology of multi-ribbed wall-panel structure
Research of the construction technology of multi-ribbed wall panel structure is the precondition of the spreading and application for the structure. This paper, based on the summary of traditional construction technology, brings forward the inner-heated self-circulation steam conservation system and mobile construction technology firstly. In light of characters of multi-ribbed wall panel structure, the connecting constitution and a new construction technology of assembled integration are presented, meanwhile construction quality control of subsoil and foundation is also discussed.
5. Research on construction quality control and management method of multi-ribbed wall panel structure
By the commentary on basal theories and methods of construction quality control, the control model, implementing means and practice effect are brought forward. Moreover quality control method based on probability counting theories which is suitable to multi-ribbed wall panel structure is given. The relative analysis indicates: the quality control of multi-ribbed wall panel structure includes not only some macro aspects, such as the design stage, construction stage and using stage, but also the technical control in each stage. It is essential to unite the macro control with micro control, and so is the management control and technology control. At the same time, the total process, total project and total employee quality control system is discussed to the demonstration engineering of the multi-ribbed wall panel structure.
6. Research on using management and safety assessment method of multi-ribbed wall panel structure
Based on the contrast and analysis of construction maintenance management inland and overseas, using management method of multi-ribbed wall panel structure is put forward. According to the reliability and durability of the structure, some built multi-ribbed wall panel buildings are studied by test on site, inversion of dynamical characters of structures and static elastic-plastic analysis, which discusses the safety assessment method of multi-ribbed wall panel structure.
The mainly original points are as follows:
The concept of life-circle is applied in multi-ribbed wall panel structure system firstly. The quality control and construction management are carried out to go throughout by the feasibility testify of projects, optimum design of structures, researches on construction technology, running and safety assess of projects. Following are in details:
1. Establishment of the relation model of the construction quality and using life for multi-ribbed wall panel structure and presentation of multi-object synthetical assessment method
By studying the reliability indexβof multi-ribbed composite wall, the relation model of the construction quality and using life for the structure is built. The data envelopment analysis method is employed to carry out the multi-object synthetical evaluation to engineering, which provides theoretical base to scientific decision of project feasibility.
2. Establishment of life-circle total cost assessment method of multi-ribbed wall panel structure based on invest-benefit rules
Based on the constitution characters of multi-ribbed wall panel structure, the paper proposes the concept of disaster-distribution design, presents the optimum seismic design method based on invest-benefit rules of the structure and sets up the initial cost assess model. By the example analysis, the feasibility of the method that using the fuzzy comprehensive evaluation to evaluate the invalidation loss charge of structure is testified.
3. Research and Development for building technology of multi-ribbed wall panel structure and production craft of multi-ribbed composite slab
The new method of connect constitution and assembled integration construction are brought forward in light of characters of multi-ribbed wall panel structures. The inner-heated self-circulation steam conservation system and mobile construction technics are brought forward firstly and program was applied for invention patent to the state.
4. Presentation of quality control method of multi-ribbed wall panel structure based on theory of probability counting
The control model, practice means and fulfillment effect of construction quality are analyzed, and the quality control method based on probability counting theories which is suitable for the multi-ribbed wall panel structure is proposed. The three-total quality control system including total process, total project and total employee is discussed in light of model multi-ribbed wall panel structure projects.
引文
[1] 姚谦峰，陈平，张荫．密肋壁板轻框结构节能住宅体系研究[J]．工业建筑，2003，No．1，1-5
[2] 姚谦峰，张荫．新型建筑结构住宅体系发展与应用[J]．工业建筑，2002年32卷8期，53-56
[3] 涂逢祥，王庆一．我国建筑节能现状与发展[J]．新型建筑材料，2004，No7
[4] 国务院批转国家建材局等部门，“关于加快墙体材料革新和推广节能建筑意见的通知”，[国发(2004)66号]
[5] 姚谦峰，赵冬，陈平等．密肋壁板轻框结构理论与应用研究[J]．科学技术研究报告，2000
[6] 李明顺，尚春明．小康型住宅建筑结构体系成套技术指南[M]．建筑工业出版社，2002．7
[7] Zhang, Yin; Yao, Qian-Feng; Ding, Yong-Gang, Study on energy-saving residential building structures of multi-ribbed composite walls with high performance concrete[C], EETC-2005, 444-450
[8] Zhang Yin, Yao Qianfeng, Lu Junlong. Construction technology of multi-ribbed wall-panel structure and its application[C],ISSEYE-9, 1574—1578
[9] Yao Qianfeng, Qiu Jisheng, Zhang Yin, Analysis of mechanics characteristics of multi-ribbed slab wall[C], ISSEYE-9, 1491—1496
[10] 喻磊．密肋复合墙板框格单元在地震作用下的受力机理及弹塑性损伤模型研究[D]．西安建筑科技大学，博士学位论文，2006
[11] 王爱民．中高层密肋壁板结构密肋复合墙体受力性能及设计方法研究[D]．西安建筑科技大学，博士学位论文，2006
[12] 姚谦峰，袁泉．小高层密肋壁板轻框结构模型振动台试验研究[J]，建筑结构学报，2003，No．1，59-63
[13] 贾英杰．高层密肋壁板结构计算理论及设计方法研究[D]．西安建筑科技大学博士学位论文，2004
[14] 姚谦峰，贾英杰．密肋壁板结构十二层1／3比例房屋模型抗震性能试验研究[J]．土木工程学报，2004．6
[15] 袁泉．肋壁板轻框非线性地震反应分析[D]．西安建筑科技大学，博士学位论文，2003
[16] 姚谦峰，黄炜等．密肋复合墙体受力机理及抗震性能试验研究[J]．建筑结构学报，2004，No．6
[17] 师永恒，基于投资—效益准则的密肋壁板结构分灾抗震设计方法研究[D]．北京交通大学，硕士学位论文，2006
[18] 喻磊，姚谦峰，张荫．基于集中损伤力学的钢筋混凝土框架结构非线性分析[J]．西安建筑科技大学学报，2006年38卷04期，518-522
[19] 黄炜，姚谦峰等．密肋复合墙体抗震性能及设计理论研究[J]．工业建筑，2005，No．1
[20] 袁泉，姚谦峰，贾英杰．密肋复合墙板的恢复力模型与损伤模型研究[J]．四川建筑科学研究，2004．No．4
[21] 张荫，姚谦峰等．高性能混凝土密肋壁板结构节能住宅体系研究[R]．生态环境与混凝土技术国际学术研讨会论文集，2005
[22] 姚谦峰．新型节能住宅结构体系的研究与发展[J]．工程力学，2001(增刊)
[23] 赵冬，陈平，姚谦峰．密肋壁板轻框结构有限元分析[J]．西安建筑科技大学学报，2002，No．1
[24] 陈平，赵冬，姚谦峰．密肋复合墙板抗剪承载力计算研究[J]．西安建筑科技大学学报，2002，No．1
[25] 赵冬．密肋墙板轻框结构受力性能分析及计算方法研究[D]．西安建筑科技大学，博士学位论文，2001．
[26] 周铁钢．多层密肋壁板结构受力性能分析及实用设计方法研究[D]．西安建筑 科技大学，硕士学位论文，2002
[27] 王爱民，姚谦峰，吴敏哲．密肋复合墙板结构有限元分析模型比较研究[J]．西安建筑科技大学学报，2005．
[28] 陕西省工程建设标准．密肋壁板结构技术规程(DBJ／T 61-43-2006，J10789-2006)[S]．陕西省建设厅、陕西省质量技术监督局联合发布，2006
[29] 密肋壁板结构技术规程(DB13(J)64—2006)[S]，河北省建设厅，2006
[30] 张杰．密肋复合墙板受力性能及斜截面承载力实用设计计算方法研究[D]．西安建筑科技大学硕士学位论文，2004．
[31] 孟海．密肋复合墙板试验研究及刚度分析[D]．西安建筑科技大学，硕士学位论文，2004．5
[32] 岳亚峰．新型高性能密肋复合墙板受力性能试验研究[D]．西安建筑科技大学，硕士学位论文，2004
[33] 曲晓宁．新型高性能混凝土密肋复合墙板受力性能试验研究[D]．西安建筑科技大学，硕士学位论文，2005
[34] 田英侠，姚谦峰等．密肋复合墙板等效弹性常数计算方法研究[J]．工业建筑，2003．No．1
[35] 田英侠，陈平等：密肋复合墙板等效弹性常数计算方法研究[J]，工业建筑，2003．1
[36] 周小真，姚谦峰：格构板轻型墙板抗震性能研究[J]，西安建筑科技大学学报 1993，NO．1
[37] 喻磊，姚谦峰，岳亚锋．密肋复合墙体框格单元结构刚度与承载力分析[J]．西安建筑科技大学学报(自然科学版)，2006，01
[38] 杨建宁，密肋复合墙板框格单元与填充材料相互作用机理试验研究[D]．西安建筑科技大学，2006
[39] 关海涛，密肋复合墙板简化计算模型及实用计算方法研究[D]．西安建筑科技大学，硕士学位论文，2002
[40] 田英侠，密肋复合墙板受力性能试验研究与理论分析[D]．西安建筑科技大学，硕士学位论文，2002
[41] [美]Daniel W．Halpin，[奥]Ronald W．Woodhead[著]，关柯，李小冬，关为泓等译．Construction Management[M]．中国建筑工业出版社，2004
[42] [美]Denny Mcgeorge，Angela Palmer，Patrich XW Zou．Contruction Management in a Market Economy[M]．中国建筑工业出版社，2003
[43] 李慧民．土木工程施工技术[M]．北京：中国计划出版社，2002
[44] 苏秦．现代质量管理学[M]．清华大学出版社，2005
[45] 李怀祖．管理研究方法论[M]．西安交通大学出版社，2004
[46] [美]Harold Kerzner[著]．A Systems Approach to Planning，Scheduling，And Controlling(7th Eddition)[M]．杨爱华 杨磊 王增东 肖艳颖 等译．邱菀华 杨爱华 审校．电子工业出版社，2004
[47] [美]Clifford．F．gray，Erik W．Larson[著]．黄涛 张会 徐涛 张扬译．Project Management[M]．人民邮电出版社，2003
[48] 陈光 成虎．建设项目全寿命期目标体系研究[J]．土木工程学报．2004，No．5
[49] 王华 尹贻林 吕文学．现代建设项目全寿命期组织集成的实现问题[J]．工业工程．2005 No．3
[50] 哈尔滨工业大学 重庆大学．国家高技术应用部门发展项目—建设工程全寿命质量控制与管理体系—研究报告[R]．2002，No．11
[51] 林鸣 沈玲 马世华 陈健华．基于全寿命的项目成功标准的系统思考[J]．工程管理．2005，No．1
[52] 宋春华．全寿命高品位—坚持以人为本，实行住宅性能认定[J]．住宅科技．2004，No．9
[53] Levitt R E, Parker H W. Reducing construction accidents-top management's role[J]. Journal of Construction Division 1976.102No.3:465-478
[54] Han Seung Heon, Chin Kyung Ho, Chae Myung Jin. Evaluation of CITIS as a collaborative virtual organization for construction project management [J]. Automation in Construction. Mar2007, Vol. 16 Issue 2, p199-211, 13p
[55] Solnik, Claude. SMALL-SIZED COMPANIES: Lorich Construction Management, Deer Park[J]. Long Island Business News. 2006, Vol. 53 Issue 46, p4B, 4p
[56] IBR Staff & Press Releases. Boise based CTA Architects Engineers announces five hirings[J]. Idaho Business Review (Boise, ID).2006
[57] De La Cruz M. Pilar,Del Carlo Alfredo,De La Cruz Elisa. Downside Risks in Construction Projects Developed by the Civil Service: The Case of Spain[J]. Journal of Construction Engineering & Management, 2006, Vol. 132 Issue 8, p844-852, 9p
[58] 中华人民共和国国家标准．建设工程项目管理规范(GB 50326-2001)[S]．北京：中国建筑工业出版社，2001
[59] 叶可明．建筑施工技术的现状与展望[J]．建筑技术，Vol．29 No．2：80-85 Vol．29 No．3：152-155
[60] 贾荣强．建筑施工技术的现况与发展趋势[J]．建筑施工与技术，2003，No．2：98-99
[61] 毛志兵，于震平，绿色施工研究方向[J]．施工技术，2006，No．12：108-111
[62] 张跃松，王要武，张钟涛．建筑工程结构可靠度与使用寿命的预测及定量关系分析[J]．建筑科学，2001，17 No．4：35-38
[63] 贡金鑫，赵国藩．考虑抗力随时间变化时结构可靠性分析[J]．建筑结构学报，1998，No．10：43-51
[64] 王要武，张跃松．结构可靠度与安全使用寿命的综合评价[J]．低温建筑技术，2001，No．21：16-17
[65] Hinze J, Figone L A. Subcontractor Safety as Influenced by General Construction Engineer and Management[M]. 1988.114No.2:286-293
[66] 赵国藩．工程结构可靠性理论与应用[M]．大连：大连理工大学出版社，1998
[67] 陈朝晖，刘西拉，关于结构耐久性终结标准设置方法的探索[J]，四川建筑科学研究，1998，2-6
[68] 欧进萍，吴波．结构概率累计损伤的理论与应用[C]．结构工程科学青年专家论文集，国家自然科学基金委员会，哈尔宾，1992
[69] 欧进萍，侯钢领．建筑结构设计可靠度的影响因素与比较研究[J]．建筑科学，1999，15No．5：51-55
[70] 王春光，结构可靠度计算中的敏感性因素分析[J]．清华大学学报(自然科学版)，2000 No．6：108-111
[71] 段宇博．高层建筑结构的可靠度分析与优化设计[D]．哈尔滨：哈尔滨建筑大学学位论文，(指导教师：欧进萍)，1994
[72] Ching-Kuo Wei. Measuring Efficiency and Productivity Change in TaiwanHospitals: A Nonparametric Frontier Approach[J].Oriental Institute of Technology, Taiwan. 2006.
[73] Shu-Hua Hsiao Shu-Hui Su. An Evaluation of Investment Performance and Financial Standing for Life Insurers in Taiwan[J]. The Journal of American Academy of Business, Cambridge.2006
[74] Allen R. and Thanassoulis. Improving envelopment in data envelopment analysis[J]. European Journal of Operational Research, 2004,154, 363-79..
[75] Craycraft C. A review of statistical techniques in measuring efficiency[J], Journal of Public budgeting, Accounting & Financial Management, 1999,11, 19-27.
[76] Charnes, A., Cooper, W. W. and Rhodes, Short communication: measuring the efficiency of decision-making units[J], European Journalof Operational Research, 1999,3,339.
[77] Cherchye L. Using data envelopment analysis to assess macroeconomic policy performance [J]. Applied Economics, 2001,33,407-16.
[78] Li X. B. and Reeves G. R. A multiple criteria approach to data envelopment analysis [J]. European Journal of Operational Research, 1999, 115, 507-17.
[79] Pedraja-Chaparro F. and Salinas-Jimenez J..An assessment of the efficiency of Spanish Courts using [J]. DEA.Applied Economics, 28, 1391-403.1996
[80] Podinovski, V.V. Side effects of absolute weight bounds in DEA models[J]. European Journal of Operational Research, 115,583-95.1999
[81] Chun-Chu Liu.Simulating weight restrictions in data envelopment analysis using the subjective and Objective integrated approach[J].Applied Economics. 38, 2545-2552.2006
[82] Cooper, W.W., L.M. Seiford, and K. Tone.. Data envelopmentanalysis, a comprehensive text with models, applications referencesand DEA solver software[J].Kluwer Academic Publisher, Boston, MA352 pp. 2000
[83] Salehirad, N. and T. Sowlati.. Performance analysis of primary wood producers in British Columbia using Data Envelopment Analysis[J]. Can. J. Forest Res. 35No.2:285-294. 2005
[84] William Moore, Sharlett Gillard, Ernest Nolan. A Model for Applying the Universal Development Paradigm to Cross-functional Business Problems[J]. International Journal of Management Vol. 23 No. 4 December 2006 831
[85] 许仁忠．模糊数学及其在经济管理中的应用[M]．成都：西南财经大学出版社，1987
[86] 周春喜．企业国际竞争力模糊综合评判[J]．数量经济技术经济研究，2002，3：27-60
[87] 楼世博，孙章，陈化成．模糊数学[M]．北京：北京科学出版社，1983
[88] 程建权．城市系统工程[M]．武汉大学出版社，1999
[89] 王光远，抗震结构全寿命预期总费用最小优化设计[J]，土木工程学报，2003．No．6
[90] 李刚，程耿东．基于性能的结构抗震设计—理论、方法与应用[M]．科学出版社，2004
[91] 谭开忍，肖熙．基于全生命周期的海底管线缺陷评估的研究[J]．中国海洋平台．2005．
[92] Chen Yunlai. Study of Project Management Information Via Cost Driving For Large Scale Construction Entreprice [D]. A Thesis Submitted in Partial Fulfillment of the Requirement for the Degree of Master of Engineering. 2005
[93] 常鹏．密肋壁板结构数值计算分析及基于性能(位移)的抗震设计方法研究[D]．北京交通大学博士学位论文，2006
[94] 谢礼立．工程结构抗震设防标准的决策分析[J]．地震工程与工程振动，1999，No．6
[95] 建筑工程抗震性态设计通则[S]，CECS 160-2004
[96] 马玉宏．基于性态的抗震设防标准研究[D]．哈尔滨工业大学博士学位论文，2000
[97] 姚谦峰，苏三庆．地震工程[M]．陕西科学技术出版社．2001
[98] Chandler A M, Lain N T K. Performance-based design in earthquake engineering: a multi-disciplinary review[J]. Engineering Structures, 2001, 23: 1525-1543.
[99] Siddhartha Ghosh. Two alternatives for implementing performance-based seismic design of buildings Life-cycle cost and seismic energy demand[D],University of Michigan, 2003
[100] Bertero R D, Bertero V V. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach[J]. Earthquake Engineering and Structural Dynamics, 2002, 31: 627-652.
[101] 李应斌，刘伯权，史庆轩．基于结构性能的抗震设计理论研究与展望[J]，地震工程与工程2001，No．12：73-79．
[102] 郭子雄，吕西林，王亚勇．建筑结构抗震变形验算中层间弹性位移角限值的研讨[J]．工程抗震，1998
[103] Federal Emergency Management Agency, NEHRP guidelines for the seismic rehabilitation of buildings[R], FEMA 273, FEMA 274, Commentary, Washington(DC), 1996.
[104] 周雍年．关于设防地震动水准的考虑[J]．地震工程与工程振动，2000，21No．1，17-20．
[105] 钱培风．抗震结构体系的强度变形能力与多道抗震防线问题[J]．四川建筑科学研究，1991，No．1
[106] 林同炎．结构概念和体系(第二版)[M]．北京，中国建筑工业出版社，1999
[107] 江见鲸．建筑概念设计与选型[M]．北京，机械工业出版社，2004
[108] 沈聚敏，周锡元等．工程抗震学[M]．科学出版社，2001
[109] 章宇明．密肋复合墙板损伤模型及基于损伤性能目标的抗震设计方法研究[D]．西安建筑科技大学，硕士学位论文，2006
[110] 管振详．工程项目质量管理与安全[M]．北京：中国建筑工业出版社，2001
[111] 张良成．建设项目质量控制[M]．北京：中国水利水电出版社，1999
[112] 应可福．质量管理[M]．北京：机械工业出版社，2005
[113] 周铁钢，张荫，姚谦峰．密肋壁板轻框结构体系施工技术[J]，工业建筑—2003年33卷1期，23-25
[114] 张荫，姚谦峰，李慧民．密肋壁板结构体系产业化前景分析[J]．施工技术，第35卷第11期2006年11月，90-91
[115] 中华人共和国行业标准．建筑地基处理技术规程(JGJ79—2002)[S]．中国建筑工业出版社．2002
[116] 张荫，周铁钢，姚谦峰．密肋壁板轻框结构示范小区工程地基处理[J]，工业建筑—2003年33卷1期，26-28
[117] 王晓强，中高层密肋壁板结构—筏板基础—地基土相互作用分析[D]，西安建筑科技大学硕士论文，2006
[118] 周铁钢，姚谦峰，黄炜．多层密肋壁板结构房屋构造方法[J]．施工技术，2003，No．10，15-16
[119] 张荫，李慧民，姚谦峰．工程项目管理与企业的发展[J]．建筑技术开发，第33卷第8期2006年8月，134-136
[120] 姚谦峰，周铁钢，黄炜．密肋壁板结构节能住宅小区施工技术[J]．施工技术，2002
[121] 姚谦峰，黄炜．新型住宅结构体系发展与应用研究综述[J]．施工技术，2003，No．10，6-9
[122] 张荫，姚谦峰，李慧民．密肋壁板结构质量控制方法研究[J]．建筑技术开发，第33卷第11期2006年11月，104-106
[123] 张荫，李慧民，姚谦峰．密肋壁板结构技术经济分析[J]．建筑管理现代化2006年第5期(总第90期)，14-17
[124] 姚谦峰，张荫，王晓强．现代城市生命线系统抗震防灾对策研究[C]．城市与工程安全减灾研究与进展—中国科学技术出版社，2006，No．7，454-457
[125] 张荫，姚谦峰．西安地裂构造模型及断裂分析[J]．西安建筑科技大学学报(自然科学版)—2004年36卷3期，288-292
[126] 张荫，姚谦峰．西安地裂机制分析与防治对策[J]．西安建筑科技大学学报(自然 科学版)—2004年36卷4期，437-440
[127] 张荫，姚谦峰．西安地裂成因与地震[J]．工程抗震与加固改造，2004年5期，43-46
[128] 西安建筑科技大学，北方交通大学．唐山市荣泰园小区C6住宅楼(建设部科技节能示范工程)抗震验算报告[R]．2005．
[129] Lu Junlong, Zhang Yin, Yao Qianfeng.FEM analysis of deviation rectification for masonry pagoda[C].ISSEYE-9, 865—868
[130] 段永瑞．数据包罗分析—理论和应用[M]．上海：上海科学普及出版社．2006
[131] 盛昭瀚，朱乔，吴广谋．DEA理论、方法与应用[M]．北京：科学出版社，1996
[132] 魏权龄．评价相对有效性的DEA方法[M]．北京：中国人民大学出版社，1987
[133] 穆东，李冠．DEA方法在非煤产业投资效果评价中的应用[J]．系统工程理论与实践．1998，No．10．111-114
[134] 曾珍香，顾培亮，张闽．DEA方法在可持续发展中的应用[J]．系统工程理论与实践．2000，No．8：114-118
[135] 候风华，张在旭，徐青山．DEA方法在石油企业经济效益评价中的应用[J]．系统工程理论方法应用．2000，No．3：252-257
[136] Piyu Yue. Data Envelopment Analysis and Commercial Bank Performance: A Primer with Applications to Missouri Banks[J]. Review-Federal Reserve Bank of St. Louis. 1992; 74 No.1:31-15
[137] Naveen Donthu. Retail productivity assessment using data envelopement analysis[J]. Journal of Retailing, 1998. 74No.1: 89-17.
[138] Mushy, David J. Evaluating performance of the purchasing department using data envelopment analysis[J]. Journal of Business Logistics. 1996, 17 No.2: 77-15
[139] Catherine Lerme Bendheim. Determining best practice in corporate, stakeholder relations using Data Envelopment Analysis: An industry-level study[J].Business and Society,1998. 37 No.3:306-33
[140] 唐山邦泰达房地产公司，唐山荣泰园小区可行性论证报告[R]，2004
[141] Han Seung Heon,Chin Kyung Ho, Chae Myung Jin.Evaluation of CITIS as a collaborative virtual organization for construction project management[J]. Automation in Construction.Mar2007, Vol. 16 Issue 2, p199-211, 13p.
[142] 陈肇元．对混凝土结构设计安全度和规范修订的几点看法[J]．建筑科学，1999，No．4
[143] 王卓甫，简迎辉．工程项目管理—模式及其创新[M]．中国水利水电出版社，2006
[144] 何旭．建筑工程施工阶段工程计量与质量控制[J]．工程管理．2005，No．3
[145] 张金锁．工程项目管理学[M]．北京：科学出版社，2000
[146] 邬晓光，廖正环．工程质量控制与管理[M]．人民交通出版社，2005
[147] 毕星，翟丽．项目管理[M]．上海：复旦大学出版社，2000
[148] 符志民．项目管理理论与实践[M]．，北京：中国宇航出版社，2002
[149] 李景平．现代管理学[M]．西安：西安交通大学出版社，2001
[150] 金铭．行为科学与企业管理[M]．北京：北京经济学院出版社，1988
[151] 方东平，黄新宇．工程建设安全管理[M]．北京：中国水利水电出版社，2001
[152] 蒋同锐．正确处理质量、进度、成本之间的关系[J]．城建档案研究，1999，No．4：35
[153] 阮来民．现代管理学[M]．上海：上海教育出版社，2002
[154] 中华人民共和国建设部．建设项目管理规范[M]．北京：中国建筑工业出版社，2002
[155] Melin, Patricia Castillo, Oscarl. An intelligent hybrid approach for industrial quality control combining neural networks, fuzzy logic and fractal theory[J]. Information Sciences. Apr2007, Vol. 177 Issue 7, p1543-1557, 15p
[156] Chen Jianwei,Li Kim-Hung,Lam Yeh.Bayesian single and double variable sampling plans for the Weibull distribution with censoring[J]. European Journal of Operational Research. Mar2007, Vol. 177 Issue 2, p1062-1073, 12p.
[157] Wu, Zhang,Shamsuzzaman, M. Wang, Qinan The cost minimization and manpower deployment to SPC in a multistage manufacturing system[J]. International Journal of Production Economics; Mar2007, Vol. 106 Issue 1, p275-287, 13p.
[158] Fortuna, Luigi, Giannone, Pietro, Graziani, Salvatore, Xibilia, Maria Gabriella. Virtual Instruments Based on Stacked Neural Networks to Improve Product Quality Monitoring in a Refinery[J]. IEEE Transactions on Instrumentation & Measurement, Feb2007, Vol. 56 Issue 1, p95-101, 7p, 1 chart, 2 diagrams, 10
[159] Garrett.Gregory A. Performance-Based Contracting[J]. Contract Management, Jan2007, Vol. 47 Issue 1, p56-59, 3p.
[160] Hillmer, Steve Kocabasoglu, Canan. Improving Quality and Productivity via Stratification: A Call Center Example for Forming Homogeneous Employee Groups[J]. Quality Management Journal, 2007, Vol. 14 Issue 1, p19-29, 11p, 4 charts, 2 graphs
[161] Wang Chih-Hsiung.Economic off-line quality control strategy with two types of inspection errors[J]. European Journal of Operational Research, May2007, Vol. 179 Issue 1, p132-147, 16p
[162] Bak Hanne, Ekeroth Lars, Houe Hans. Quality control using a multilevel logistic model for the Danish pig Salmonella surveillance antibody[C]-ELISA programme. Preventive Veterinary Medicine. Feb2007, Vol. 78 Issue 2, p 130-141, 12p
[163] Schepers U., El Deeb S., Ermer J., Watzig H. Comparison of the recovery spread in analytical development and routine quality control—Based on the ICH quality guideline Q2B[J]. Journal of Pharmaceutical & Biomedical Analysis. Jan2007, Vol. 43 Issue 2, p708-710, 3p
[164] Moros J. Garrigues S, de la Guardia M..Comparison of two partial least squares infrared spectrometric methods for the quality control of pediculosis lotions[J]. Analytica Chimica Acta. Jan2007, Vol. 582 Issue 1, p174-180, 7p.
[165] 武鑫革．钢筋混凝土框架填充墙结构建造全过程质量控制体系研究[D]．北京交通大学硕士学位论文，2004．
[166] 中华人民共和国国家标准．建筑地基基础工程施工质量验收规范(GB 50202-2002)[S]．北京：中国建筑工业出版社，2002
[167] 建筑施工编写组，建筑施工手册[M]．北京：中国建筑工业出版社，1999
[168] 中华人民共和国国家标准．建筑工程施工质量验收统一标准(GB 50300-2001)[S]．北京：中国建筑工业出版社，2001
[169] Leonardo M.. Massone. John W. Wallace. Load-Deformation Responses of Slender Reinforced Concrete Wall [J]. ACI Structural Journal/January-February 2004
[170] Kasun N Hewage; Janaka Y Ruwanpura. Carpentry workers issues and efficiencies related to construction productivit[J]. Canadian Journal of Civil Engineering; Aug 2006; 33, 8. ProQuest Science Journals, pg. 1075
[171] Li Wei, Suzanne Wilkinson.Potential for intemational business consultancies in wastewater treatment in China. Evidence from New Zealand[J]. Journal of Technology Management in China. Bradford: 2006. Vol. 1, Iss.. pg. 292
[172] Hinze J, Figone L A. Subcontractor Safety as Influenced by General Constructors on Small and Medium Sized Projects[J]. Source Document 38,Construction Industry Inst., Univ. of Washington, seattle, Wash, 1988
[173] Jimmie Hinze, Gary Wilson. Moving Toward A Zero Injury Objective[J]. Journal of Constructing Engineer and Management,2000.10
[174] Jesus M.de La Garza, Donn E.Hancher, Lisa Decker. Analysis of Safety Indicators[J]. Journal of Engineer Construction and Management,2000.10
[175] Tariq S. Abdelhamid, John G.Everett. Identifying Root Causes of Construction Accidents[J]. Journal of Construction Engineer and Management, 2000
[176] Jimmie W Hinze. Incurring the Costs of Injuries Versus Investing in Safety[J]. Construction Safety and Health Management. New Jersey: Prentice Hall, 2000
[177] Charles Jeffress. The United States Safety Legislation[D]. China Safety Work Forum,2001
[178] Hinze J, Raboud P. Safety on Large Building Construction Projects[J]. Journal of Construction Engineering and Management. 1998.114No.2:186-293
[179] Sheila R Ronis.Total lifecycle management: A different approach to warManufacturing Engineering[J]; May 2003; 130, 5; ProQuest Science Journals, pg. 18
[180] Frida Anteson, Jennifer Davis. Home Transport and Wastage: Environmentally Relevant Household Activities in Ulf Sonesson. Per-Olow Sjoden[J]. Ambio. Jun 2005.34, 4/5. ProQuest Science Journals,pg. 371
[181] Paul Sharke. Hybrid Vehicles Take The Test of Their Lives[J]. Mechanical Engineering; Aug 2004. 126, 8. ProQuest Science Journals pg. 10
[182] Musich, Paula. COMPUTER software, R/3 (Computer system)-Software[J], LUMINATE Software Corp. PC Week. 09/07/98, Vol. 15 Issue 36, p105, 1/2p, 1c.
[183] Brown, David.Total System Care Boosts Fluid Life Cycle[J]. Power Engineering; Feb2000, Vol. 104 I ssue 2, p34, 4p, 6 diagrams
[184] Whelan, Eoin. McGrath, Fergal..A study of the total life cycle costs of an E-Commerce investment. A research in progress[J]. Evaluation & Program Planning; May2002, Vol. 25 Issue 2, p191, 6p
[185] Brown, David. Total System Care Boosts Fluid Life Cycle[J]. Power Engineering; Feb2000, Vol. 104 Issue 2, p34, 4p, 6 diagrams
[186] Petraitis, Marty. CIM. Distributed processing, Client server computing, Object oriented programming, Advantages, Trends, Guidelines. Manufacturing ystems[J]. Wheaton: Oct 1996. Vol. 14, Iss. 10. pg. 112, 4 pgs
[187] 刘锡军，祝明桥，王齐仁．房屋结构损伤及安全性评估实例分[J]．中国安全科学学报2005，VOL．15
[188] 李国强，李杰等．高层建筑检测方法、研究与应用、振动测试与诊断[M]．1998，No．2．91～96．
[189] 陈志鹏，宝志雯等．从现场脉动试验分析加气混凝土填充的高层建筑的动力性能[J]．工程抗震，1989，No．1：25～29．
[190] 陈长征，罗跃纲等．结构损伤检测与智能诊断[M]．北京：科学出版社，2001．
[191] 曹树谦，张文德等．振动结构模态分析—理论、实验与应用[M]．天津：天津大学出版社，2001．
[192] 李杰，陈隽．结构参数未知条件下的地震动反演研究[J]．地震工程与工程振动，1997，No．3，27～35．
[193] M.Celebi and E.Safek..Seismic response of Transamerica building[J]. Ⅰ:data and preliminary analysis. ASCE Journal,ST8,1991
[194] Wang D.,Haldar A.System identification with limited observation and without input [J],J.Of Eng.Mech., 123 No.5,1997,pp504-511
[195] Peter Fajfar, Fischinger M. N2-a method for nonlinear seismic of regular structures[J]. Proceedings of the 9th World Conference of Earthquake Engineering, Tokyo, Japan, 1988, Vol5:111-116
[196] Zarnic R. Modelling of response of masonry infilled frames[J]. Proceedings of the 10th European Conference on Earthquake Engineering, 1994, Vol 3, p 1481
[197] 张奇．密肋壁板结构参数识别及动力复合反演分析[D]．西安建筑科技大学硕士学位论文，2006
[198] 李国强，李杰．工程结构动力检测理论与应用[M]．北京：科学出版社，2002
[199] 潘文，Push-over方法原理与应用[D]，西安建筑科技大学博士论文．2005
[200] 李轩．基于Pushover分析的多层密肋壁板结构抗震设计方法研究[D]．西安建筑科技大学，硕士学位论文，2006
[201] 朱伯芳．有限元单元法原理与应用[M]．北京：中国水利水电出版社，1998
[202] R Scott Lawson. Nonlinear Static Push-over Analysis-Why, When and How[C]. 5th U.S National Conference on Earthquake Engineering, 1994
[203] Krawinkler H. Pushover analysis: Why, How, When, and When not to it[C], Proceeding for SEAOC 65th Annual Convention. Stuctural Engineering Association of California. MAUI. HAWAII, 1996
[204] 中华人民共和国行业标准．建筑结构设计统一标准(GBJ68-84)[S]．北京：中国建筑工业出版社，1984
[205] 中华人民共和国国家标准．建筑抗震设计规范(GB50011-2001)[S]．北京：中国建筑工业出版社，2001
[206] 中华人民共和国国家标准．混凝土结构设计规范(GB50010-2002)[S]．北京：中国建筑工业出版社，2001
[207] 中国工程建设标准化协会．混凝土结构耐久性评定标准(草案)(98建标协字08号)，2002
[208] 马宏旺，吕西林．建筑结构基于性能抗震设计的几个问题[J]．同济大学学报，2002，No．12：
[209] 马宏旺．基于性能的抗震设计—几个相关问题的研究(博士后报告)[D]，同济大学
[210] 欧进萍，侯钢领等．概率Pushover分析方法及其在结构体系抗震可靠度评估中的应用[J]．建筑结构学报．2001，22 No．6．：81-86
[211] 魏巍，冯启民．几种Push-over分析方法对比研究[J]．地震工程与工程振动．2002．22 No．4：66-73
[212] 汪梦甫，周锡元．高层建筑结构抗震弹塑性分析方法与抗震性能评估的研究[J]．土木工程学报．2003，36No．11：44-49
[213] Kircher C A. Capacity Spectrum Pushover Method: Seeting is Believing[R]. Proceeding for SEAOC 65th Annual Convention. Structural Engineering Association of California, MAUl, HAWAII, 1996
[214] 李田，刘西拉．混凝土结构耐久性设计方法的研究[J]．建筑结构学报．1998，No．8
[215] Chopra A K. Goel R K. Capadity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems[R]. Pacific earthquake engineering research center. University of California at Berkeley, 1999
[216] 韩西，张伟，钟厉，基于神经网络技术的结构损伤检测[J]，中南公路工程，2006．10，31(5)：30-33．
[217] 胡守仁．神经网络导论[M]．国防科技大学出版社，1997
[218] 罗四维．大规模人工神经网络理论基础[M]．清华大学出版社，2004
[2] 姚谦峰，张荫．新型建筑结构住宅体系发展与应用[J]．工业建筑，2002年32卷8期，53-56
[3] 涂逢祥，王庆一．我国建筑节能现状与发展[J]．新型建筑材料，2004，No7
[4] 国务院批转国家建材局等部门，“关于加快墙体材料革新和推广节能建筑意见的通知”，[国发(2004)66号]
[5] 姚谦峰，赵冬，陈平等．密肋壁板轻框结构理论与应用研究[J]．科学技术研究报告，2000
[6] 李明顺，尚春明．小康型住宅建筑结构体系成套技术指南[M]．建筑工业出版社，2002．7
[7] Zhang, Yin; Yao, Qian-Feng; Ding, Yong-Gang, Study on energy-saving residential building structures of multi-ribbed composite walls with high performance concrete[C], EETC-2005, 444-450
[8] Zhang Yin, Yao Qianfeng, Lu Junlong. Construction technology of multi-ribbed wall-panel structure and its application[C],ISSEYE-9, 1574—1578
[9] Yao Qianfeng, Qiu Jisheng, Zhang Yin, Analysis of mechanics characteristics of multi-ribbed slab wall[C], ISSEYE-9, 1491—1496
[10] 喻磊．密肋复合墙板框格单元在地震作用下的受力机理及弹塑性损伤模型研究[D]．西安建筑科技大学，博士学位论文，2006
[11] 王爱民．中高层密肋壁板结构密肋复合墙体受力性能及设计方法研究[D]．西安建筑科技大学，博士学位论文，2006
[12] 姚谦峰，袁泉．小高层密肋壁板轻框结构模型振动台试验研究[J]，建筑结构学报，2003，No．1，59-63
[13] 贾英杰．高层密肋壁板结构计算理论及设计方法研究[D]．西安建筑科技大学博士学位论文，2004
[14] 姚谦峰，贾英杰．密肋壁板结构十二层1／3比例房屋模型抗震性能试验研究[J]．土木工程学报，2004．6
[15] 袁泉．肋壁板轻框非线性地震反应分析[D]．西安建筑科技大学，博士学位论文，2003
[16] 姚谦峰，黄炜等．密肋复合墙体受力机理及抗震性能试验研究[J]．建筑结构学报，2004，No．6
[17] 师永恒，基于投资—效益准则的密肋壁板结构分灾抗震设计方法研究[D]．北京交通大学，硕士学位论文，2006
[18] 喻磊，姚谦峰，张荫．基于集中损伤力学的钢筋混凝土框架结构非线性分析[J]．西安建筑科技大学学报，2006年38卷04期，518-522
[19] 黄炜，姚谦峰等．密肋复合墙体抗震性能及设计理论研究[J]．工业建筑，2005，No．1
[20] 袁泉，姚谦峰，贾英杰．密肋复合墙板的恢复力模型与损伤模型研究[J]．四川建筑科学研究，2004．No．4
[21] 张荫，姚谦峰等．高性能混凝土密肋壁板结构节能住宅体系研究[R]．生态环境与混凝土技术国际学术研讨会论文集，2005
[22] 姚谦峰．新型节能住宅结构体系的研究与发展[J]．工程力学，2001(增刊)
[23] 赵冬，陈平，姚谦峰．密肋壁板轻框结构有限元分析[J]．西安建筑科技大学学报，2002，No．1
[24] 陈平，赵冬，姚谦峰．密肋复合墙板抗剪承载力计算研究[J]．西安建筑科技大学学报，2002，No．1
[25] 赵冬．密肋墙板轻框结构受力性能分析及计算方法研究[D]．西安建筑科技大学，博士学位论文，2001．
[26] 周铁钢．多层密肋壁板结构受力性能分析及实用设计方法研究[D]．西安建筑 科技大学，硕士学位论文，2002
[27] 王爱民，姚谦峰，吴敏哲．密肋复合墙板结构有限元分析模型比较研究[J]．西安建筑科技大学学报，2005．
[28] 陕西省工程建设标准．密肋壁板结构技术规程(DBJ／T 61-43-2006，J10789-2006)[S]．陕西省建设厅、陕西省质量技术监督局联合发布，2006
[29] 密肋壁板结构技术规程(DB13(J)64—2006)[S]，河北省建设厅，2006
[30] 张杰．密肋复合墙板受力性能及斜截面承载力实用设计计算方法研究[D]．西安建筑科技大学硕士学位论文，2004．
[31] 孟海．密肋复合墙板试验研究及刚度分析[D]．西安建筑科技大学，硕士学位论文，2004．5
[32] 岳亚峰．新型高性能密肋复合墙板受力性能试验研究[D]．西安建筑科技大学，硕士学位论文，2004
[33] 曲晓宁．新型高性能混凝土密肋复合墙板受力性能试验研究[D]．西安建筑科技大学，硕士学位论文，2005
[34] 田英侠，姚谦峰等．密肋复合墙板等效弹性常数计算方法研究[J]．工业建筑，2003．No．1
[35] 田英侠，陈平等：密肋复合墙板等效弹性常数计算方法研究[J]，工业建筑，2003．1
[36] 周小真，姚谦峰：格构板轻型墙板抗震性能研究[J]，西安建筑科技大学学报 1993，NO．1
[37] 喻磊，姚谦峰，岳亚锋．密肋复合墙体框格单元结构刚度与承载力分析[J]．西安建筑科技大学学报(自然科学版)，2006，01
[38] 杨建宁，密肋复合墙板框格单元与填充材料相互作用机理试验研究[D]．西安建筑科技大学，2006
[39] 关海涛，密肋复合墙板简化计算模型及实用计算方法研究[D]．西安建筑科技大学，硕士学位论文，2002
[40] 田英侠，密肋复合墙板受力性能试验研究与理论分析[D]．西安建筑科技大学，硕士学位论文，2002
[41] [美]Daniel W．Halpin，[奥]Ronald W．Woodhead[著]，关柯，李小冬，关为泓等译．Construction Management[M]．中国建筑工业出版社，2004
[42] [美]Denny Mcgeorge，Angela Palmer，Patrich XW Zou．Contruction Management in a Market Economy[M]．中国建筑工业出版社，2003
[43] 李慧民．土木工程施工技术[M]．北京：中国计划出版社，2002
[44] 苏秦．现代质量管理学[M]．清华大学出版社，2005
[45] 李怀祖．管理研究方法论[M]．西安交通大学出版社，2004
[46] [美]Harold Kerzner[著]．A Systems Approach to Planning，Scheduling，And Controlling(7th Eddition)[M]．杨爱华 杨磊 王增东 肖艳颖 等译．邱菀华 杨爱华 审校．电子工业出版社，2004
[47] [美]Clifford．F．gray，Erik W．Larson[著]．黄涛 张会 徐涛 张扬译．Project Management[M]．人民邮电出版社，2003
[48] 陈光 成虎．建设项目全寿命期目标体系研究[J]．土木工程学报．2004，No．5
[49] 王华 尹贻林 吕文学．现代建设项目全寿命期组织集成的实现问题[J]．工业工程．2005 No．3
[50] 哈尔滨工业大学 重庆大学．国家高技术应用部门发展项目—建设工程全寿命质量控制与管理体系—研究报告[R]．2002，No．11
[51] 林鸣 沈玲 马世华 陈健华．基于全寿命的项目成功标准的系统思考[J]．工程管理．2005，No．1
[52] 宋春华．全寿命高品位—坚持以人为本，实行住宅性能认定[J]．住宅科技．2004，No．9
[53] Levitt R E, Parker H W. Reducing construction accidents-top management's role[J]. Journal of Construction Division 1976.102No.3:465-478
[54] Han Seung Heon, Chin Kyung Ho, Chae Myung Jin. Evaluation of CITIS as a collaborative virtual organization for construction project management [J]. Automation in Construction. Mar2007, Vol. 16 Issue 2, p199-211, 13p
[55] Solnik, Claude. SMALL-SIZED COMPANIES: Lorich Construction Management, Deer Park[J]. Long Island Business News. 2006, Vol. 53 Issue 46, p4B, 4p
[56] IBR Staff & Press Releases. Boise based CTA Architects Engineers announces five hirings[J]. Idaho Business Review (Boise, ID).2006
[57] De La Cruz M. Pilar,Del Carlo Alfredo,De La Cruz Elisa. Downside Risks in Construction Projects Developed by the Civil Service: The Case of Spain[J]. Journal of Construction Engineering & Management, 2006, Vol. 132 Issue 8, p844-852, 9p
[58] 中华人民共和国国家标准．建设工程项目管理规范(GB 50326-2001)[S]．北京：中国建筑工业出版社，2001
[59] 叶可明．建筑施工技术的现状与展望[J]．建筑技术，Vol．29 No．2：80-85 Vol．29 No．3：152-155
[60] 贾荣强．建筑施工技术的现况与发展趋势[J]．建筑施工与技术，2003，No．2：98-99
[61] 毛志兵，于震平，绿色施工研究方向[J]．施工技术，2006，No．12：108-111
[62] 张跃松，王要武，张钟涛．建筑工程结构可靠度与使用寿命的预测及定量关系分析[J]．建筑科学，2001，17 No．4：35-38
[63] 贡金鑫，赵国藩．考虑抗力随时间变化时结构可靠性分析[J]．建筑结构学报，1998，No．10：43-51
[64] 王要武，张跃松．结构可靠度与安全使用寿命的综合评价[J]．低温建筑技术，2001，No．21：16-17
[65] Hinze J, Figone L A. Subcontractor Safety as Influenced by General Construction Engineer and Management[M]. 1988.114No.2:286-293
[66] 赵国藩．工程结构可靠性理论与应用[M]．大连：大连理工大学出版社，1998
[67] 陈朝晖，刘西拉，关于结构耐久性终结标准设置方法的探索[J]，四川建筑科学研究，1998，2-6
[68] 欧进萍，吴波．结构概率累计损伤的理论与应用[C]．结构工程科学青年专家论文集，国家自然科学基金委员会，哈尔宾，1992
[69] 欧进萍，侯钢领．建筑结构设计可靠度的影响因素与比较研究[J]．建筑科学，1999，15No．5：51-55
[70] 王春光，结构可靠度计算中的敏感性因素分析[J]．清华大学学报(自然科学版)，2000 No．6：108-111
[71] 段宇博．高层建筑结构的可靠度分析与优化设计[D]．哈尔滨：哈尔滨建筑大学学位论文，(指导教师：欧进萍)，1994
[72] Ching-Kuo Wei. Measuring Efficiency and Productivity Change in TaiwanHospitals: A Nonparametric Frontier Approach[J].Oriental Institute of Technology, Taiwan. 2006.
[73] Shu-Hua Hsiao Shu-Hui Su. An Evaluation of Investment Performance and Financial Standing for Life Insurers in Taiwan[J]. The Journal of American Academy of Business, Cambridge.2006
[74] Allen R. and Thanassoulis. Improving envelopment in data envelopment analysis[J]. European Journal of Operational Research, 2004,154, 363-79..
[75] Craycraft C. A review of statistical techniques in measuring efficiency[J], Journal of Public budgeting, Accounting & Financial Management, 1999,11, 19-27.
[76] Charnes, A., Cooper, W. W. and Rhodes, Short communication: measuring the efficiency of decision-making units[J], European Journalof Operational Research, 1999,3,339.
[77] Cherchye L. Using data envelopment analysis to assess macroeconomic policy performance [J]. Applied Economics, 2001,33,407-16.
[78] Li X. B. and Reeves G. R. A multiple criteria approach to data envelopment analysis [J]. European Journal of Operational Research, 1999, 115, 507-17.
[79] Pedraja-Chaparro F. and Salinas-Jimenez J..An assessment of the efficiency of Spanish Courts using [J]. DEA.Applied Economics, 28, 1391-403.1996
[80] Podinovski, V.V. Side effects of absolute weight bounds in DEA models[J]. European Journal of Operational Research, 115,583-95.1999
[81] Chun-Chu Liu.Simulating weight restrictions in data envelopment analysis using the subjective and Objective integrated approach[J].Applied Economics. 38, 2545-2552.2006
[82] Cooper, W.W., L.M. Seiford, and K. Tone.. Data envelopmentanalysis, a comprehensive text with models, applications referencesand DEA solver software[J].Kluwer Academic Publisher, Boston, MA352 pp. 2000
[83] Salehirad, N. and T. Sowlati.. Performance analysis of primary wood producers in British Columbia using Data Envelopment Analysis[J]. Can. J. Forest Res. 35No.2:285-294. 2005
[84] William Moore, Sharlett Gillard, Ernest Nolan. A Model for Applying the Universal Development Paradigm to Cross-functional Business Problems[J]. International Journal of Management Vol. 23 No. 4 December 2006 831
[85] 许仁忠．模糊数学及其在经济管理中的应用[M]．成都：西南财经大学出版社，1987
[86] 周春喜．企业国际竞争力模糊综合评判[J]．数量经济技术经济研究，2002，3：27-60
[87] 楼世博，孙章，陈化成．模糊数学[M]．北京：北京科学出版社，1983
[88] 程建权．城市系统工程[M]．武汉大学出版社，1999
[89] 王光远，抗震结构全寿命预期总费用最小优化设计[J]，土木工程学报，2003．No．6
[90] 李刚，程耿东．基于性能的结构抗震设计—理论、方法与应用[M]．科学出版社，2004
[91] 谭开忍，肖熙．基于全生命周期的海底管线缺陷评估的研究[J]．中国海洋平台．2005．
[92] Chen Yunlai. Study of Project Management Information Via Cost Driving For Large Scale Construction Entreprice [D]. A Thesis Submitted in Partial Fulfillment of the Requirement for the Degree of Master of Engineering. 2005
[93] 常鹏．密肋壁板结构数值计算分析及基于性能(位移)的抗震设计方法研究[D]．北京交通大学博士学位论文，2006
[94] 谢礼立．工程结构抗震设防标准的决策分析[J]．地震工程与工程振动，1999，No．6
[95] 建筑工程抗震性态设计通则[S]，CECS 160-2004
[96] 马玉宏．基于性态的抗震设防标准研究[D]．哈尔滨工业大学博士学位论文，2000
[97] 姚谦峰，苏三庆．地震工程[M]．陕西科学技术出版社．2001
[98] Chandler A M, Lain N T K. Performance-based design in earthquake engineering: a multi-disciplinary review[J]. Engineering Structures, 2001, 23: 1525-1543.
[99] Siddhartha Ghosh. Two alternatives for implementing performance-based seismic design of buildings Life-cycle cost and seismic energy demand[D],University of Michigan, 2003
[100] Bertero R D, Bertero V V. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach[J]. Earthquake Engineering and Structural Dynamics, 2002, 31: 627-652.
[101] 李应斌，刘伯权，史庆轩．基于结构性能的抗震设计理论研究与展望[J]，地震工程与工程2001，No．12：73-79．
[102] 郭子雄，吕西林，王亚勇．建筑结构抗震变形验算中层间弹性位移角限值的研讨[J]．工程抗震，1998
[103] Federal Emergency Management Agency, NEHRP guidelines for the seismic rehabilitation of buildings[R], FEMA 273, FEMA 274, Commentary, Washington(DC), 1996.
[104] 周雍年．关于设防地震动水准的考虑[J]．地震工程与工程振动，2000，21No．1，17-20．
[105] 钱培风．抗震结构体系的强度变形能力与多道抗震防线问题[J]．四川建筑科学研究，1991，No．1
[106] 林同炎．结构概念和体系(第二版)[M]．北京，中国建筑工业出版社，1999
[107] 江见鲸．建筑概念设计与选型[M]．北京，机械工业出版社，2004
[108] 沈聚敏，周锡元等．工程抗震学[M]．科学出版社，2001
[109] 章宇明．密肋复合墙板损伤模型及基于损伤性能目标的抗震设计方法研究[D]．西安建筑科技大学，硕士学位论文，2006
[110] 管振详．工程项目质量管理与安全[M]．北京：中国建筑工业出版社，2001
[111] 张良成．建设项目质量控制[M]．北京：中国水利水电出版社，1999
[112] 应可福．质量管理[M]．北京：机械工业出版社，2005
[113] 周铁钢，张荫，姚谦峰．密肋壁板轻框结构体系施工技术[J]，工业建筑—2003年33卷1期，23-25
[114] 张荫，姚谦峰，李慧民．密肋壁板结构体系产业化前景分析[J]．施工技术，第35卷第11期2006年11月，90-91
[115] 中华人共和国行业标准．建筑地基处理技术规程(JGJ79—2002)[S]．中国建筑工业出版社．2002
[116] 张荫，周铁钢，姚谦峰．密肋壁板轻框结构示范小区工程地基处理[J]，工业建筑—2003年33卷1期，26-28
[117] 王晓强，中高层密肋壁板结构—筏板基础—地基土相互作用分析[D]，西安建筑科技大学硕士论文，2006
[118] 周铁钢，姚谦峰，黄炜．多层密肋壁板结构房屋构造方法[J]．施工技术，2003，No．10，15-16
[119] 张荫，李慧民，姚谦峰．工程项目管理与企业的发展[J]．建筑技术开发，第33卷第8期2006年8月，134-136
[120] 姚谦峰，周铁钢，黄炜．密肋壁板结构节能住宅小区施工技术[J]．施工技术，2002
[121] 姚谦峰，黄炜．新型住宅结构体系发展与应用研究综述[J]．施工技术，2003，No．10，6-9
[122] 张荫，姚谦峰，李慧民．密肋壁板结构质量控制方法研究[J]．建筑技术开发，第33卷第11期2006年11月，104-106
[123] 张荫，李慧民，姚谦峰．密肋壁板结构技术经济分析[J]．建筑管理现代化2006年第5期(总第90期)，14-17
[124] 姚谦峰，张荫，王晓强．现代城市生命线系统抗震防灾对策研究[C]．城市与工程安全减灾研究与进展—中国科学技术出版社，2006，No．7，454-457
[125] 张荫，姚谦峰．西安地裂构造模型及断裂分析[J]．西安建筑科技大学学报(自然科学版)—2004年36卷3期，288-292
[126] 张荫，姚谦峰．西安地裂机制分析与防治对策[J]．西安建筑科技大学学报(自然 科学版)—2004年36卷4期，437-440
[127] 张荫，姚谦峰．西安地裂成因与地震[J]．工程抗震与加固改造，2004年5期，43-46
[128] 西安建筑科技大学，北方交通大学．唐山市荣泰园小区C6住宅楼(建设部科技节能示范工程)抗震验算报告[R]．2005．
[129] Lu Junlong, Zhang Yin, Yao Qianfeng.FEM analysis of deviation rectification for masonry pagoda[C].ISSEYE-9, 865—868
[130] 段永瑞．数据包罗分析—理论和应用[M]．上海：上海科学普及出版社．2006
[131] 盛昭瀚，朱乔，吴广谋．DEA理论、方法与应用[M]．北京：科学出版社，1996
[132] 魏权龄．评价相对有效性的DEA方法[M]．北京：中国人民大学出版社，1987
[133] 穆东，李冠．DEA方法在非煤产业投资效果评价中的应用[J]．系统工程理论与实践．1998，No．10．111-114
[134] 曾珍香，顾培亮，张闽．DEA方法在可持续发展中的应用[J]．系统工程理论与实践．2000，No．8：114-118
[135] 候风华，张在旭，徐青山．DEA方法在石油企业经济效益评价中的应用[J]．系统工程理论方法应用．2000，No．3：252-257
[136] Piyu Yue. Data Envelopment Analysis and Commercial Bank Performance: A Primer with Applications to Missouri Banks[J]. Review-Federal Reserve Bank of St. Louis. 1992; 74 No.1:31-15
[137] Naveen Donthu. Retail productivity assessment using data envelopement analysis[J]. Journal of Retailing, 1998. 74No.1: 89-17.
[138] Mushy, David J. Evaluating performance of the purchasing department using data envelopment analysis[J]. Journal of Business Logistics. 1996, 17 No.2: 77-15
[139] Catherine Lerme Bendheim. Determining best practice in corporate, stakeholder relations using Data Envelopment Analysis: An industry-level study[J].Business and Society,1998. 37 No.3:306-33
[140] 唐山邦泰达房地产公司，唐山荣泰园小区可行性论证报告[R]，2004
[141] Han Seung Heon,Chin Kyung Ho, Chae Myung Jin.Evaluation of CITIS as a collaborative virtual organization for construction project management[J]. Automation in Construction.Mar2007, Vol. 16 Issue 2, p199-211, 13p.
[142] 陈肇元．对混凝土结构设计安全度和规范修订的几点看法[J]．建筑科学，1999，No．4
[143] 王卓甫，简迎辉．工程项目管理—模式及其创新[M]．中国水利水电出版社，2006
[144] 何旭．建筑工程施工阶段工程计量与质量控制[J]．工程管理．2005，No．3
[145] 张金锁．工程项目管理学[M]．北京：科学出版社，2000
[146] 邬晓光，廖正环．工程质量控制与管理[M]．人民交通出版社，2005
[147] 毕星，翟丽．项目管理[M]．上海：复旦大学出版社，2000
[148] 符志民．项目管理理论与实践[M]．，北京：中国宇航出版社，2002
[149] 李景平．现代管理学[M]．西安：西安交通大学出版社，2001
[150] 金铭．行为科学与企业管理[M]．北京：北京经济学院出版社，1988
[151] 方东平，黄新宇．工程建设安全管理[M]．北京：中国水利水电出版社，2001
[152] 蒋同锐．正确处理质量、进度、成本之间的关系[J]．城建档案研究，1999，No．4：35
[153] 阮来民．现代管理学[M]．上海：上海教育出版社，2002
[154] 中华人民共和国建设部．建设项目管理规范[M]．北京：中国建筑工业出版社，2002
[155] Melin, Patricia Castillo, Oscarl. An intelligent hybrid approach for industrial quality control combining neural networks, fuzzy logic and fractal theory[J]. Information Sciences. Apr2007, Vol. 177 Issue 7, p1543-1557, 15p
[156] Chen Jianwei,Li Kim-Hung,Lam Yeh.Bayesian single and double variable sampling plans for the Weibull distribution with censoring[J]. European Journal of Operational Research. Mar2007, Vol. 177 Issue 2, p1062-1073, 12p.
[157] Wu, Zhang,Shamsuzzaman, M. Wang, Qinan The cost minimization and manpower deployment to SPC in a multistage manufacturing system[J]. International Journal of Production Economics; Mar2007, Vol. 106 Issue 1, p275-287, 13p.
[158] Fortuna, Luigi, Giannone, Pietro, Graziani, Salvatore, Xibilia, Maria Gabriella. Virtual Instruments Based on Stacked Neural Networks to Improve Product Quality Monitoring in a Refinery[J]. IEEE Transactions on Instrumentation & Measurement, Feb2007, Vol. 56 Issue 1, p95-101, 7p, 1 chart, 2 diagrams, 10
[159] Garrett.Gregory A. Performance-Based Contracting[J]. Contract Management, Jan2007, Vol. 47 Issue 1, p56-59, 3p.
[160] Hillmer, Steve Kocabasoglu, Canan. Improving Quality and Productivity via Stratification: A Call Center Example for Forming Homogeneous Employee Groups[J]. Quality Management Journal, 2007, Vol. 14 Issue 1, p19-29, 11p, 4 charts, 2 graphs
[161] Wang Chih-Hsiung.Economic off-line quality control strategy with two types of inspection errors[J]. European Journal of Operational Research, May2007, Vol. 179 Issue 1, p132-147, 16p
[162] Bak Hanne, Ekeroth Lars, Houe Hans. Quality control using a multilevel logistic model for the Danish pig Salmonella surveillance antibody[C]-ELISA programme. Preventive Veterinary Medicine. Feb2007, Vol. 78 Issue 2, p 130-141, 12p
[163] Schepers U., El Deeb S., Ermer J., Watzig H. Comparison of the recovery spread in analytical development and routine quality control—Based on the ICH quality guideline Q2B[J]. Journal of Pharmaceutical & Biomedical Analysis. Jan2007, Vol. 43 Issue 2, p708-710, 3p
[164] Moros J. Garrigues S, de la Guardia M..Comparison of two partial least squares infrared spectrometric methods for the quality control of pediculosis lotions[J]. Analytica Chimica Acta. Jan2007, Vol. 582 Issue 1, p174-180, 7p.
[165] 武鑫革．钢筋混凝土框架填充墙结构建造全过程质量控制体系研究[D]．北京交通大学硕士学位论文，2004．
[166] 中华人民共和国国家标准．建筑地基基础工程施工质量验收规范(GB 50202-2002)[S]．北京：中国建筑工业出版社，2002
[167] 建筑施工编写组，建筑施工手册[M]．北京：中国建筑工业出版社，1999
[168] 中华人民共和国国家标准．建筑工程施工质量验收统一标准(GB 50300-2001)[S]．北京：中国建筑工业出版社，2001
[169] Leonardo M.. Massone. John W. Wallace. Load-Deformation Responses of Slender Reinforced Concrete Wall [J]. ACI Structural Journal/January-February 2004
[170] Kasun N Hewage; Janaka Y Ruwanpura. Carpentry workers issues and efficiencies related to construction productivit[J]. Canadian Journal of Civil Engineering; Aug 2006; 33, 8. ProQuest Science Journals, pg. 1075
[171] Li Wei, Suzanne Wilkinson.Potential for intemational business consultancies in wastewater treatment in China. Evidence from New Zealand[J]. Journal of Technology Management in China. Bradford: 2006. Vol. 1, Iss.. pg. 292
[172] Hinze J, Figone L A. Subcontractor Safety as Influenced by General Constructors on Small and Medium Sized Projects[J]. Source Document 38,Construction Industry Inst., Univ. of Washington, seattle, Wash, 1988
[173] Jimmie Hinze, Gary Wilson. Moving Toward A Zero Injury Objective[J]. Journal of Constructing Engineer and Management,2000.10
[174] Jesus M.de La Garza, Donn E.Hancher, Lisa Decker. Analysis of Safety Indicators[J]. Journal of Engineer Construction and Management,2000.10
[175] Tariq S. Abdelhamid, John G.Everett. Identifying Root Causes of Construction Accidents[J]. Journal of Construction Engineer and Management, 2000
[176] Jimmie W Hinze. Incurring the Costs of Injuries Versus Investing in Safety[J]. Construction Safety and Health Management. New Jersey: Prentice Hall, 2000
[177] Charles Jeffress. The United States Safety Legislation[D]. China Safety Work Forum,2001
[178] Hinze J, Raboud P. Safety on Large Building Construction Projects[J]. Journal of Construction Engineering and Management. 1998.114No.2:186-293
[179] Sheila R Ronis.Total lifecycle management: A different approach to warManufacturing Engineering[J]; May 2003; 130, 5; ProQuest Science Journals, pg. 18
[180] Frida Anteson, Jennifer Davis. Home Transport and Wastage: Environmentally Relevant Household Activities in Ulf Sonesson. Per-Olow Sjoden[J]. Ambio. Jun 2005.34, 4/5. ProQuest Science Journals,pg. 371
[181] Paul Sharke. Hybrid Vehicles Take The Test of Their Lives[J]. Mechanical Engineering; Aug 2004. 126, 8. ProQuest Science Journals pg. 10
[182] Musich, Paula. COMPUTER software, R/3 (Computer system)-Software[J], LUMINATE Software Corp. PC Week. 09/07/98, Vol. 15 Issue 36, p105, 1/2p, 1c.
[183] Brown, David.Total System Care Boosts Fluid Life Cycle[J]. Power Engineering; Feb2000, Vol. 104 I ssue 2, p34, 4p, 6 diagrams
[184] Whelan, Eoin. McGrath, Fergal..A study of the total life cycle costs of an E-Commerce investment. A research in progress[J]. Evaluation & Program Planning; May2002, Vol. 25 Issue 2, p191, 6p
[185] Brown, David. Total System Care Boosts Fluid Life Cycle[J]. Power Engineering; Feb2000, Vol. 104 Issue 2, p34, 4p, 6 diagrams
[186] Petraitis, Marty. CIM. Distributed processing, Client server computing, Object oriented programming, Advantages, Trends, Guidelines. Manufacturing ystems[J]. Wheaton: Oct 1996. Vol. 14, Iss. 10. pg. 112, 4 pgs
[187] 刘锡军，祝明桥，王齐仁．房屋结构损伤及安全性评估实例分[J]．中国安全科学学报2005，VOL．15
[188] 李国强，李杰等．高层建筑检测方法、研究与应用、振动测试与诊断[M]．1998，No．2．91～96．
[189] 陈志鹏，宝志雯等．从现场脉动试验分析加气混凝土填充的高层建筑的动力性能[J]．工程抗震，1989，No．1：25～29．
[190] 陈长征，罗跃纲等．结构损伤检测与智能诊断[M]．北京：科学出版社，2001．
[191] 曹树谦，张文德等．振动结构模态分析—理论、实验与应用[M]．天津：天津大学出版社，2001．
[192] 李杰，陈隽．结构参数未知条件下的地震动反演研究[J]．地震工程与工程振动，1997，No．3，27～35．
[193] M.Celebi and E.Safek..Seismic response of Transamerica building[J]. Ⅰ:data and preliminary analysis. ASCE Journal,ST8,1991
[194] Wang D.,Haldar A.System identification with limited observation and without input [J],J.Of Eng.Mech., 123 No.5,1997,pp504-511
[195] Peter Fajfar, Fischinger M. N2-a method for nonlinear seismic of regular structures[J]. Proceedings of the 9th World Conference of Earthquake Engineering, Tokyo, Japan, 1988, Vol5:111-116
[196] Zarnic R. Modelling of response of masonry infilled frames[J]. Proceedings of the 10th European Conference on Earthquake Engineering, 1994, Vol 3, p 1481
[197] 张奇．密肋壁板结构参数识别及动力复合反演分析[D]．西安建筑科技大学硕士学位论文，2006
[198] 李国强，李杰．工程结构动力检测理论与应用[M]．北京：科学出版社，2002
[199] 潘文，Push-over方法原理与应用[D]，西安建筑科技大学博士论文．2005
[200] 李轩．基于Pushover分析的多层密肋壁板结构抗震设计方法研究[D]．西安建筑科技大学，硕士学位论文，2006
[201] 朱伯芳．有限元单元法原理与应用[M]．北京：中国水利水电出版社，1998
[202] R Scott Lawson. Nonlinear Static Push-over Analysis-Why, When and How[C]. 5th U.S National Conference on Earthquake Engineering, 1994
[203] Krawinkler H. Pushover analysis: Why, How, When, and When not to it[C], Proceeding for SEAOC 65th Annual Convention. Stuctural Engineering Association of California. MAUI. HAWAII, 1996
[204] 中华人民共和国行业标准．建筑结构设计统一标准(GBJ68-84)[S]．北京：中国建筑工业出版社，1984
[205] 中华人民共和国国家标准．建筑抗震设计规范(GB50011-2001)[S]．北京：中国建筑工业出版社，2001
[206] 中华人民共和国国家标准．混凝土结构设计规范(GB50010-2002)[S]．北京：中国建筑工业出版社，2001
[207] 中国工程建设标准化协会．混凝土结构耐久性评定标准(草案)(98建标协字08号)，2002
[208] 马宏旺，吕西林．建筑结构基于性能抗震设计的几个问题[J]．同济大学学报，2002，No．12：
[209] 马宏旺．基于性能的抗震设计—几个相关问题的研究(博士后报告)[D]，同济大学
[210] 欧进萍，侯钢领等．概率Pushover分析方法及其在结构体系抗震可靠度评估中的应用[J]．建筑结构学报．2001，22 No．6．：81-86
[211] 魏巍，冯启民．几种Push-over分析方法对比研究[J]．地震工程与工程振动．2002．22 No．4：66-73
[212] 汪梦甫，周锡元．高层建筑结构抗震弹塑性分析方法与抗震性能评估的研究[J]．土木工程学报．2003，36No．11：44-49
[213] Kircher C A. Capacity Spectrum Pushover Method: Seeting is Believing[R]. Proceeding for SEAOC 65th Annual Convention. Structural Engineering Association of California, MAUl, HAWAII, 1996
[214] 李田，刘西拉．混凝土结构耐久性设计方法的研究[J]．建筑结构学报．1998，No．8
[215] Chopra A K. Goel R K. Capadity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems[R]. Pacific earthquake engineering research center. University of California at Berkeley, 1999
[216] 韩西，张伟，钟厉，基于神经网络技术的结构损伤检测[J]，中南公路工程，2006．10，31(5)：30-33．
[217] 胡守仁．神经网络导论[M]．国防科技大学出版社，1997
[218] 罗四维．大规模人工神经网络理论基础[M]．清华大学出版社，2004