张弦梁结构拱形空间火灾温度场及结构响应研究
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摘要
张弦梁结构是近年来发展起来的一种新型大跨度预应力空间结构体系,该结构被应用于机场航站楼、体育馆、会展中心等人员密集的公共建筑场所。目前国内外对于张弦梁结构的研究主要在常温条件下开展,然而火灾是影响钢结构建筑安全的重要因素。本文依靠中国科学技术大学火灾科学国家重点实验室开放课题(HZ2009-KF05)与中南大学研究生教育创新工程学位论文创新资助项目(2010-SSXT036)的支持,以某单榀张弦梁结构为例,结合火灾科学与结构力学相关理论知识,采用火灾场模型与有限元分析方法,开展了大空间火灾下张弦梁结构火灾响应研究。
本文主要完成了以下工作：
(1)深入调研现有的火灾分析模型,选取适用于模拟大空间火灾的分析模型,最终选择计算精确度较高的火灾场模型。
(2)采用场模拟软件FDS5.3开展不同火源功率、不同火源位置下大空间火灾数值模拟,研究拱形屋盖大空间火灾温度场分布规律,获取张弦梁结构构件热环境温度随时间的变化规律。
(3)分析火灾发生时张弦梁结构构件受火边界,采用有限元方法模拟计算张弦梁结构构件截面温度分布,获取张弦梁结构构件温度随时间的变化规律。
(4)采用有限元方法模拟计算张弦梁结构在不同火源功率、不同火源位置下的火灾响应行为,研究大空间火灾下张弦梁结构响应行为规律,并与IS0834标准火灾下张弦梁结构响应行为进行对比分析。
(5)在张弦梁结构火灾响应行为分析的基础上,提出了张弦梁结构抗火设计的建议与措施。
本文研究了张弦梁拱形空间火灾温度场分布规律,开展了大空间火灾与IS0834下张弦梁结构火灾响应行为研究工作,本文的研究方法和研究结果可为张弦梁结构抗火设计提供参考,为张弦梁结构性能化防火保护提供依据。
As a new type of large-span pre-stressed steel structure, beam string structure (BSS) has developed in recent years. This structure has been widely used in airport terminals, sports stadiums, exhibition centers and other public buildings. Studies on BSS is currently carried out among ambient temperature at home and abroad, while building fire is an important factor affecting the safety of steel buildings. This research has been supported by the open Foundation of State Key Laboratory of Fire Science (HZ2009-KF05) and Postgraduate Educational Innovation Engineering of Central South University (2010-SSXT 036). Single BSS was analyzed by using the fire field model and the finite element method. The variation of BSS fire behavior was studied in large space fire.
Postgraduate Educational Innovation Engineering of Central South University
The following works have been fulfilled within this thesis:
(1)Fire model was deeply investigated and analyzed. Fire model suitable for large space fire was selected scientifically. Finally, field model was chosen for its computing accuracy.
(2) Considering different fire source power and fire source location, vaulted roof large space fire was simulated by using FDS5.3. Temperature field of large space and thermal environment of BSS were studied.
(3) Fire boundaries of BSS member were analyzed in this thesis. Section temperature of BSS member was calculated using finite element method. The variation of section temperature along with time exposed to fire was obtained.
(4) Fire behaviors of BSS were studied under different fire source power and fire source locations. The variation of BSS fire behavior was studied in large space fire. Fire behaviors of BSS under ISO834 were also calculated in this thesis. Comparison studies on structure behaviors of BSS were carried out between ISO834 and large space fires.
(5)Based on fire response of BSS, some suggestions and measures on BSS fire resistance design were proposed.
Temperature field of vaulted space of BSS has been studied in this thesis. Fire response behaviors of BSS have been analyzed under large space fires and ISO834. The study method and analysis on BSS could provide some references for BSS structural fire design. It also could provide a basis to fire protection design of BSS.
本文主要完成了以下工作：
(1)深入调研现有的火灾分析模型,选取适用于模拟大空间火灾的分析模型,最终选择计算精确度较高的火灾场模型。
(2)采用场模拟软件FDS5.3开展不同火源功率、不同火源位置下大空间火灾数值模拟,研究拱形屋盖大空间火灾温度场分布规律,获取张弦梁结构构件热环境温度随时间的变化规律。
(3)分析火灾发生时张弦梁结构构件受火边界,采用有限元方法模拟计算张弦梁结构构件截面温度分布,获取张弦梁结构构件温度随时间的变化规律。
(4)采用有限元方法模拟计算张弦梁结构在不同火源功率、不同火源位置下的火灾响应行为,研究大空间火灾下张弦梁结构响应行为规律,并与IS0834标准火灾下张弦梁结构响应行为进行对比分析。
(5)在张弦梁结构火灾响应行为分析的基础上,提出了张弦梁结构抗火设计的建议与措施。
本文研究了张弦梁拱形空间火灾温度场分布规律,开展了大空间火灾与IS0834下张弦梁结构火灾响应行为研究工作,本文的研究方法和研究结果可为张弦梁结构抗火设计提供参考,为张弦梁结构性能化防火保护提供依据。
As a new type of large-span pre-stressed steel structure, beam string structure (BSS) has developed in recent years. This structure has been widely used in airport terminals, sports stadiums, exhibition centers and other public buildings. Studies on BSS is currently carried out among ambient temperature at home and abroad, while building fire is an important factor affecting the safety of steel buildings. This research has been supported by the open Foundation of State Key Laboratory of Fire Science (HZ2009-KF05) and Postgraduate Educational Innovation Engineering of Central South University (2010-SSXT 036). Single BSS was analyzed by using the fire field model and the finite element method. The variation of BSS fire behavior was studied in large space fire.
Postgraduate Educational Innovation Engineering of Central South University
The following works have been fulfilled within this thesis:
(1)Fire model was deeply investigated and analyzed. Fire model suitable for large space fire was selected scientifically. Finally, field model was chosen for its computing accuracy.
(2) Considering different fire source power and fire source location, vaulted roof large space fire was simulated by using FDS5.3. Temperature field of large space and thermal environment of BSS were studied.
(3) Fire boundaries of BSS member were analyzed in this thesis. Section temperature of BSS member was calculated using finite element method. The variation of section temperature along with time exposed to fire was obtained.
(4) Fire behaviors of BSS were studied under different fire source power and fire source locations. The variation of BSS fire behavior was studied in large space fire. Fire behaviors of BSS under ISO834 were also calculated in this thesis. Comparison studies on structure behaviors of BSS were carried out between ISO834 and large space fires.
(5)Based on fire response of BSS, some suggestions and measures on BSS fire resistance design were proposed.
Temperature field of vaulted space of BSS has been studied in this thesis. Fire response behaviors of BSS have been analyzed under large space fires and ISO834. The study method and analysis on BSS could provide some references for BSS structural fire design. It also could provide a basis to fire protection design of BSS.
引文
[1]杜文风,张慧.空间结构[M].北京:中国电力出版社,2008
[2]Masao Saitoh, Hybrid Form-Resistance Structure, Shell, Membrane and Space Frames, Pro. IASS Symposium. Osaka,1986,(2):257-264
[3]Masao Saitoh, Fumio Kuroki. Structural planning of beam string structure[A]; space structures for sports buildings—proceedings of the international colloquium on space structures for sports building[C],1987
[4]程次,邓芳,顾磊.张力结构简述[J].四川建筑科学研究,2005,31(5)：42-45
[5]董石麟,罗尧治,赵阳,等.新型空间结构分析、设计与施工[M].北京：人民交通出版社,2006
[6]孙建琴,李方慧.大跨度空间结构设计[M].北京：科学出版社,2009
[7]王秀丽.大跨度空间钢结构分析与概念设计[M].机械工业出版社,2008
[8]沈世钊,徐崇宝.悬索结构设计(第二版)[M].北京：中国建筑工业出版社,2006
[9]吴祖咸.张弦梁结构的找形与受力性能分析[D].杭州：浙江大学,2007
[10]蔡建国,涂展麒,冯建.新广州站三向张弦梁结构优化设计[J].湖南大学学报：自然科学版,2010,37(5)：13-18.
[11]汪大绥,张富林,等.上海浦东国际机场(一期工程)航站楼钢结构研究与设计[J].建筑结构学报,1999,20(2)：2-8
[12]陈以一,沈祖炎,赵宪忠,等.上海浦东国际机场候机楼R2钢屋架足尺试验研究[J].1999,20(2)：9-17
[13]周健,汪大绥.浦东国际机场T2航站楼钢屋盖设计研究[J].第四届海峡两岸及香港钢结构技术交流会论文集,2006,42-46
[14]孙文波,杨叔庸,陈荣毅.广州国际会展中心张弦桁架竖向刚度性能[J].华南理工大学学报(自然科学版),2003,31(11)：33-36
[15]孙文波.广州国际会展中心大跨度张弦梁的设计探讨[J].建筑结构,2002,32(2)：54-56
[16]陈荣毅,董石麟,孙文波.大跨度预应力张弦桁架结构的设计与分析[J].空间结构,2003,9(1)：45-47
[17]陈荣毅,董石麟.大跨度张弦钢桁架的预应力施工[J].空间结构,2003,9(2)：61-63
[18]陈荣毅,董石麟.广州国际会议展览中心展览大厅钢屋盖设计[J].空间结构,2002,8(3)：29-34
[19]代婷蓉.广州国际会展中心建设技术管理的启示[J].工程建设与设 计,2003(12)：32-34
[20]范峰,支旭东,沈世钊。黑龙江国际会议展览体育中心主馆大跨钢结构设计[J].第十届空间结构学术会议,2002,806：811
[21]徐瑞龙,秦杰.上海源深体育馆预应力施工技术[J].施工技术,2008,37(3)：15-17
[22]刘晟,苏旭霖,陆平.上海源深体育馆预应力张弦梁设计计算[J].建筑结构,第36卷增刊,2006(3)：43-46
[23]刘晟,薛伟辰.上海源深体育馆预应力张弦梁施工监测研究[J].建筑科学与工程学报,2008,25(3)：96-101
[24]薛伟辰,刘晟,苏旭霖,等.上海源深体育馆预应力张弦梁优化设计与试验研究[J].建筑结构学报,2008,29(1)：16-23
[25]Weichen Xue, Sheng Liu. Design optimization and experimental study on beam string structure [J]. Journal of Constructional Steel Research,2009,65(1):70-80
[26]王世明,杨石杰,马福宪,等.武广铁路客运专线长沙南站钢结构工程施工技术[J].铁路标准设计,2010(1)：160-163
[27]沈雁彬,郑君华,罗尧治.北京北站张弦桁架结构模型试验研究[J].建筑结构学报,2010,31(11)：51-56
[28]罗尧治,张彦,等.北京北站张弦桁架结构工程[C].第八届全国现代结构工程学术研讨会论文集,天津：天津大学,2008：426-429
[29]康力涛.天津站无站台柱雨棚张弦梁桁架施工技术[M].中国铁路,2009(3)：41-43
[30]郭小亮,王正飞,等.延安火车站张弦梁结构找形分析[J].钢结构,2008,23(109)：26-29
[31]姜建民.延安火车站雨棚张弦梁随环境温度变化的结构性能研究[J].铁道建筑技术,2009(1)：186-189
[32]罗中来.54m大跨度张弦梁拉索施工技术[J].铁道建筑,2007(6)：24-25
[33]王兆强.延安火车站钢结构雨棚张弦梁施工关键技术[J].施工技术,2008,37(10)：108-110
[34]王兆强,闫宇.延安火车站钢结构雨棚张弦梁施工关键技术[J].铁道建筑技术,2010(02)：95-99
[35]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. PartⅠ:Prestressing for Dead Load. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan,1987.(in Japanese)
[36]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. PartⅡ:Static Behavior for Additional Load. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan,1987. (in Japanese)
[37]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. Part Ⅲ:Loading Test of BSS considering boundary conditions. Summaries of technical papers of Annual Meeting Architectural Institute of Japan,1987. (in Japanese)
[38]Masao Saitoh. Study on Mechanical Characteristics of A Light-Weight Complex Structure Composed of A Membrane and A Beam String Structure IASS Symposium on Spatial, Lattice and Tension Stucture,1994,pp633-641.
[39]Shiro Kato, ete. Active Control of Axial Forces in Beam String Space Frames, Spatial, Lattice and Tension structures, Pro. Of the IASS-ASCE Int. Symposium, 1994, pp:664-673
[40]Masao Saitoh. Role of string-aesthetics and technology of the beam string structures. In:Proceeding of the LSA 98 Conference:Light Structure in Architecture Engineering and Construction, New York:Springer Press, 1998,pp:692-701
[41]Masao Saitoh, Akira Okasa. The role of string in hybrid string structure. Engineering structrure,1999,21(8):756-769
[42]Masao Saitoh. Principle of Beam String Structure, Pro Int. of IASS (20th Anniversary), Madrid,1979,pp:617-638
[43]白正仙,刘锡良,李义生.新型空间结构形式-张弦梁结构[J].空间结构,2001,7(2)：33-38.
[44]白正仙.张弦梁结构的理论分析与试验研究[D].天津：天津大学,1997
[45]乔文涛,陈志华,韩庆华.平面张弦梁结构风致响应的频域分析[J].天津大学学报,2008,41(11)：1326-1332
[46]马晨音.平面张弦梁结构在地震作用下的动力稳定性分析[D].天津：天津大学,2005
[47]刘开国.大跨度张弦梁式结构的分析[J].空间结构,2001,7(2)：39-43
[48]刘开国.双向张弦梁机构的分析[J].建筑钢结构进展,2009,11(5)：37-40
[49]Minger Wu. Analytical method for the lateral buckling of the strut in BSS[J]. Engineering Structures,2008,30(9):2301-2310
[50]张志宏,张明山,董石麟.张弦梁结构若干问题的探讨[J].工程力学,2004,12(6)：26-30
[51]马美玲.张弦梁结构找形和受力性能研究[D].杭州：浙江大学,2004
[52]冯强.张弦梁结构稳定性分析[D].北京：北京工业大学,2008
[53]梁波.张弦梁结构应用技术研究[D].北京：北京交通大学,2008
[54]陈小培.弦支穹顶结构的稳定性研究及工程应用[D].哈尔滨：哈尔滨工业大学,2007
[55]王树,苏果.迁安文化会展中心平面张弦梁结构稳定分析与设计[J].第七届全国现代结构工程学术研讨会,工业建筑(增刊),2007,167：172
[56]尚仁杰,吴转琴.双向张弦梁找形的有限元法[J].计算力学学报,2009,26(1)：131-135.
[57]丁或.张弦梁结构抗火性能的数值模拟研究[D].阜新：辽宁工程技术大学,2005
[58]武丽英.火灾下张弦梁结构预应力损失模拟研究[D].北京：北京工业大学,2007
[59]白音,石永久,王元清.大空间索支撑结构火灾下力学性能理论分析与数值模拟[J].中国科学,2009,39(7)：1319-1328
[60]Bai Y,Shi Y J, Wang Y Q. Analysis on fire-resisting perforce-based design method and engineering instances for large-space structures in China. In: Proceedings of the Ninth International Symposium on Structural Engineering for Young Experts. Beijing:Science Press,2006,pp:783-788
[61]Bai Yin, Shi Yong & Wang Yuanqing. Theoretical analysis and numerical simula--tion on behavior properties of large span cable-supported structure under fire conditions. Science in China Series E:Technological Sciences,2009,pp:2340-2349
[62]王杰,白正仙,王微.双层张弦梁结构的抗火性能分析[J].山西建筑,2009,35(25)：5-6
[63]王杰.双层张弦梁结构的抗火性能研究[D].北京：北京工业大学,2009
[64]范维澄,孙金华,陆守香,等.火灾风险评估方法学[M].北京：科学出版社,2004
[65]霍然,胡源,李元洲.建筑火灾安全工程导论[第2版][M].合肥：中国科学技术大学出版社,2008
[66]建筑钢结构防火技术规范CECS 2006
[67]John A. Purkiss. Fire Safety Engineering Design of Structures [M]. Oxford: Butterworth-Heinemann,1996
[68]Jones W W. A Review of Compartment Fire Models[R]. Gaithersburg:Building and Fire Research Laboratory, NBSIR 83-2684,1983
[69]Jones W W. Forney G P, Peacock R D, et al. A Technical Reference for CFAST: An Engineering Tool for Estimating Fire and Smoke Transport[R].Gaithersburg: Building and Fire Research Laboratory, NIST TN 1431,2000
[70]邝宇幸.多层多室建筑火灾烟气流动区域模拟研究[D].长沙：中南大学,2009
[71]武红梅.区域模拟在建筑物双室火灾中的模化与比较[D].哈尔滨：哈尔滨工程大学,2008
[72]李国强,杜咏.实用大空间建筑火灾空气升温经验公式[J].消防科学与技术,2005,24(3)：283-287
[73]黄珏倩,李国强等.大空间火灾中火焰辐射对钢构件升温的影响[J].自然灾害学报,2008,17(5)：87-94
[74]李国强.性能化钢结构抗火设计(第十三届全国结构工程学术会议特邀报告)[J].工程力学,2004(增刊),105-115
[75]Kevin McGrattan, Simo Hostikka,et al. Fire Dynamics Simulator(Version 5) Technical Reference Guide[M].NIST Special Publication 1018-5,2009
[76]Kevin McGrattan, Bryan Klein,et al. Fire Dynamics Simulator(Version 5) User's Guide[M].NIST Special Publication 1019-5,2009
[77]杨光.地下大空间建筑火灾烟气运移的计算机模拟[D].沈阳：沈阳航空工业学院,2006
[78]张朝晖ANSYS8.0热分析教程与实例解析[M].北京：中国铁道出版社,2005
[79]Saeed Moaveni. Finite Element Analysis:Theory and Application with ANSYS, Third Edition. ISBN 987-7-121-05663-5.
[80]王新敏ANSYS工程结构数值分析[M].北京：人民交通出版社,2007
[81]祝效华ANSYS高级工程有限元分析范例精选[M].北京：电子工业出版社,2004
[82]Eurocode 3:Design of Steel Structures,Part 1-2:General Rules,Structural Fire Design[S]. British Standards Institution,2005
[83]Aldina Santiago, Luis Simoes da Silva, Paulo Vila Real et al. Numerical study of a steel sub-frame in fire[J].Computers & Structures,86(2008),1619-1632
[84]Yin YZ, Wang YC. A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures [J]. Journal of Constructional Steel Research,2004,60(7):1029-1047
[85]赵经文,王宏钰,等.结构有限元分析[M].北京：科学出版社,2007
[86]Eurocode 2:Design of Concrete Structures, Part 1-2:General Rules,Structural Fire Design[S]. British Standards Institution,2004
[87]范进,吕志涛.高温后钢丝性能的试验研究[J].工业建筑,2002,39(9)：30-32
[88]范进,吕志涛.高温(火灾)下预应力钢丝性能的试验研究[J].建筑技术,,2001,32(12)：833-834
[89]张吴宇,郑文忠.高温下1770级φ5钢丝蠕变及应力松弛性能试验研究[J].土 木工程学报,2006,39(8)：7-13
[90]郑文忠,胡琼,张昊宇.高温下及高温后1770级(b 5低松弛预应力钢丝力学性能试验研究[J].建筑结构学报,2006,27(2)：120-128
[91]陈礼刚,袁建东,李晓东,等.高温下预应力钢丝的应力应变关系[J].重庆建筑大学学报,2006,28(4)：47-50
[2]Masao Saitoh, Hybrid Form-Resistance Structure, Shell, Membrane and Space Frames, Pro. IASS Symposium. Osaka,1986,(2):257-264
[3]Masao Saitoh, Fumio Kuroki. Structural planning of beam string structure[A]; space structures for sports buildings—proceedings of the international colloquium on space structures for sports building[C],1987
[4]程次,邓芳,顾磊.张力结构简述[J].四川建筑科学研究,2005,31(5)：42-45
[5]董石麟,罗尧治,赵阳,等.新型空间结构分析、设计与施工[M].北京：人民交通出版社,2006
[6]孙建琴,李方慧.大跨度空间结构设计[M].北京：科学出版社,2009
[7]王秀丽.大跨度空间钢结构分析与概念设计[M].机械工业出版社,2008
[8]沈世钊,徐崇宝.悬索结构设计(第二版)[M].北京：中国建筑工业出版社,2006
[9]吴祖咸.张弦梁结构的找形与受力性能分析[D].杭州：浙江大学,2007
[10]蔡建国,涂展麒,冯建.新广州站三向张弦梁结构优化设计[J].湖南大学学报：自然科学版,2010,37(5)：13-18.
[11]汪大绥,张富林,等.上海浦东国际机场(一期工程)航站楼钢结构研究与设计[J].建筑结构学报,1999,20(2)：2-8
[12]陈以一,沈祖炎,赵宪忠,等.上海浦东国际机场候机楼R2钢屋架足尺试验研究[J].1999,20(2)：9-17
[13]周健,汪大绥.浦东国际机场T2航站楼钢屋盖设计研究[J].第四届海峡两岸及香港钢结构技术交流会论文集,2006,42-46
[14]孙文波,杨叔庸,陈荣毅.广州国际会展中心张弦桁架竖向刚度性能[J].华南理工大学学报(自然科学版),2003,31(11)：33-36
[15]孙文波.广州国际会展中心大跨度张弦梁的设计探讨[J].建筑结构,2002,32(2)：54-56
[16]陈荣毅,董石麟,孙文波.大跨度预应力张弦桁架结构的设计与分析[J].空间结构,2003,9(1)：45-47
[17]陈荣毅,董石麟.大跨度张弦钢桁架的预应力施工[J].空间结构,2003,9(2)：61-63
[18]陈荣毅,董石麟.广州国际会议展览中心展览大厅钢屋盖设计[J].空间结构,2002,8(3)：29-34
[19]代婷蓉.广州国际会展中心建设技术管理的启示[J].工程建设与设 计,2003(12)：32-34
[20]范峰,支旭东,沈世钊。黑龙江国际会议展览体育中心主馆大跨钢结构设计[J].第十届空间结构学术会议,2002,806：811
[21]徐瑞龙,秦杰.上海源深体育馆预应力施工技术[J].施工技术,2008,37(3)：15-17
[22]刘晟,苏旭霖,陆平.上海源深体育馆预应力张弦梁设计计算[J].建筑结构,第36卷增刊,2006(3)：43-46
[23]刘晟,薛伟辰.上海源深体育馆预应力张弦梁施工监测研究[J].建筑科学与工程学报,2008,25(3)：96-101
[24]薛伟辰,刘晟,苏旭霖,等.上海源深体育馆预应力张弦梁优化设计与试验研究[J].建筑结构学报,2008,29(1)：16-23
[25]Weichen Xue, Sheng Liu. Design optimization and experimental study on beam string structure [J]. Journal of Constructional Steel Research,2009,65(1):70-80
[26]王世明,杨石杰,马福宪,等.武广铁路客运专线长沙南站钢结构工程施工技术[J].铁路标准设计,2010(1)：160-163
[27]沈雁彬,郑君华,罗尧治.北京北站张弦桁架结构模型试验研究[J].建筑结构学报,2010,31(11)：51-56
[28]罗尧治,张彦,等.北京北站张弦桁架结构工程[C].第八届全国现代结构工程学术研讨会论文集,天津：天津大学,2008：426-429
[29]康力涛.天津站无站台柱雨棚张弦梁桁架施工技术[M].中国铁路,2009(3)：41-43
[30]郭小亮,王正飞,等.延安火车站张弦梁结构找形分析[J].钢结构,2008,23(109)：26-29
[31]姜建民.延安火车站雨棚张弦梁随环境温度变化的结构性能研究[J].铁道建筑技术,2009(1)：186-189
[32]罗中来.54m大跨度张弦梁拉索施工技术[J].铁道建筑,2007(6)：24-25
[33]王兆强.延安火车站钢结构雨棚张弦梁施工关键技术[J].施工技术,2008,37(10)：108-110
[34]王兆强,闫宇.延安火车站钢结构雨棚张弦梁施工关键技术[J].铁道建筑技术,2010(02)：95-99
[35]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. PartⅠ:Prestressing for Dead Load. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan,1987.(in Japanese)
[36]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. PartⅡ:Static Behavior for Additional Load. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan,1987. (in Japanese)
[37]Masao Saitoh, et al. A Study on Structural Characteristic of Beam String Structure. Part Ⅲ:Loading Test of BSS considering boundary conditions. Summaries of technical papers of Annual Meeting Architectural Institute of Japan,1987. (in Japanese)
[38]Masao Saitoh. Study on Mechanical Characteristics of A Light-Weight Complex Structure Composed of A Membrane and A Beam String Structure IASS Symposium on Spatial, Lattice and Tension Stucture,1994,pp633-641.
[39]Shiro Kato, ete. Active Control of Axial Forces in Beam String Space Frames, Spatial, Lattice and Tension structures, Pro. Of the IASS-ASCE Int. Symposium, 1994, pp:664-673
[40]Masao Saitoh. Role of string-aesthetics and technology of the beam string structures. In:Proceeding of the LSA 98 Conference:Light Structure in Architecture Engineering and Construction, New York:Springer Press, 1998,pp:692-701
[41]Masao Saitoh, Akira Okasa. The role of string in hybrid string structure. Engineering structrure,1999,21(8):756-769
[42]Masao Saitoh. Principle of Beam String Structure, Pro Int. of IASS (20th Anniversary), Madrid,1979,pp:617-638
[43]白正仙,刘锡良,李义生.新型空间结构形式-张弦梁结构[J].空间结构,2001,7(2)：33-38.
[44]白正仙.张弦梁结构的理论分析与试验研究[D].天津：天津大学,1997
[45]乔文涛,陈志华,韩庆华.平面张弦梁结构风致响应的频域分析[J].天津大学学报,2008,41(11)：1326-1332
[46]马晨音.平面张弦梁结构在地震作用下的动力稳定性分析[D].天津：天津大学,2005
[47]刘开国.大跨度张弦梁式结构的分析[J].空间结构,2001,7(2)：39-43
[48]刘开国.双向张弦梁机构的分析[J].建筑钢结构进展,2009,11(5)：37-40
[49]Minger Wu. Analytical method for the lateral buckling of the strut in BSS[J]. Engineering Structures,2008,30(9):2301-2310
[50]张志宏,张明山,董石麟.张弦梁结构若干问题的探讨[J].工程力学,2004,12(6)：26-30
[51]马美玲.张弦梁结构找形和受力性能研究[D].杭州：浙江大学,2004
[52]冯强.张弦梁结构稳定性分析[D].北京：北京工业大学,2008
[53]梁波.张弦梁结构应用技术研究[D].北京：北京交通大学,2008
[54]陈小培.弦支穹顶结构的稳定性研究及工程应用[D].哈尔滨：哈尔滨工业大学,2007
[55]王树,苏果.迁安文化会展中心平面张弦梁结构稳定分析与设计[J].第七届全国现代结构工程学术研讨会,工业建筑(增刊),2007,167：172
[56]尚仁杰,吴转琴.双向张弦梁找形的有限元法[J].计算力学学报,2009,26(1)：131-135.
[57]丁或.张弦梁结构抗火性能的数值模拟研究[D].阜新：辽宁工程技术大学,2005
[58]武丽英.火灾下张弦梁结构预应力损失模拟研究[D].北京：北京工业大学,2007
[59]白音,石永久,王元清.大空间索支撑结构火灾下力学性能理论分析与数值模拟[J].中国科学,2009,39(7)：1319-1328
[60]Bai Y,Shi Y J, Wang Y Q. Analysis on fire-resisting perforce-based design method and engineering instances for large-space structures in China. In: Proceedings of the Ninth International Symposium on Structural Engineering for Young Experts. Beijing:Science Press,2006,pp:783-788
[61]Bai Yin, Shi Yong & Wang Yuanqing. Theoretical analysis and numerical simula--tion on behavior properties of large span cable-supported structure under fire conditions. Science in China Series E:Technological Sciences,2009,pp:2340-2349
[62]王杰,白正仙,王微.双层张弦梁结构的抗火性能分析[J].山西建筑,2009,35(25)：5-6
[63]王杰.双层张弦梁结构的抗火性能研究[D].北京：北京工业大学,2009
[64]范维澄,孙金华,陆守香,等.火灾风险评估方法学[M].北京：科学出版社,2004
[65]霍然,胡源,李元洲.建筑火灾安全工程导论[第2版][M].合肥：中国科学技术大学出版社,2008
[66]建筑钢结构防火技术规范CECS 2006
[67]John A. Purkiss. Fire Safety Engineering Design of Structures [M]. Oxford: Butterworth-Heinemann,1996
[68]Jones W W. A Review of Compartment Fire Models[R]. Gaithersburg:Building and Fire Research Laboratory, NBSIR 83-2684,1983
[69]Jones W W. Forney G P, Peacock R D, et al. A Technical Reference for CFAST: An Engineering Tool for Estimating Fire and Smoke Transport[R].Gaithersburg: Building and Fire Research Laboratory, NIST TN 1431,2000
[70]邝宇幸.多层多室建筑火灾烟气流动区域模拟研究[D].长沙：中南大学,2009
[71]武红梅.区域模拟在建筑物双室火灾中的模化与比较[D].哈尔滨：哈尔滨工程大学,2008
[72]李国强,杜咏.实用大空间建筑火灾空气升温经验公式[J].消防科学与技术,2005,24(3)：283-287
[73]黄珏倩,李国强等.大空间火灾中火焰辐射对钢构件升温的影响[J].自然灾害学报,2008,17(5)：87-94
[74]李国强.性能化钢结构抗火设计(第十三届全国结构工程学术会议特邀报告)[J].工程力学,2004(增刊),105-115
[75]Kevin McGrattan, Simo Hostikka,et al. Fire Dynamics Simulator(Version 5) Technical Reference Guide[M].NIST Special Publication 1018-5,2009
[76]Kevin McGrattan, Bryan Klein,et al. Fire Dynamics Simulator(Version 5) User's Guide[M].NIST Special Publication 1019-5,2009
[77]杨光.地下大空间建筑火灾烟气运移的计算机模拟[D].沈阳：沈阳航空工业学院,2006
[78]张朝晖ANSYS8.0热分析教程与实例解析[M].北京：中国铁道出版社,2005
[79]Saeed Moaveni. Finite Element Analysis:Theory and Application with ANSYS, Third Edition. ISBN 987-7-121-05663-5.
[80]王新敏ANSYS工程结构数值分析[M].北京：人民交通出版社,2007
[81]祝效华ANSYS高级工程有限元分析范例精选[M].北京：电子工业出版社,2004
[82]Eurocode 3:Design of Steel Structures,Part 1-2:General Rules,Structural Fire Design[S]. British Standards Institution,2005
[83]Aldina Santiago, Luis Simoes da Silva, Paulo Vila Real et al. Numerical study of a steel sub-frame in fire[J].Computers & Structures,86(2008),1619-1632
[84]Yin YZ, Wang YC. A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures [J]. Journal of Constructional Steel Research,2004,60(7):1029-1047
[85]赵经文,王宏钰,等.结构有限元分析[M].北京：科学出版社,2007
[86]Eurocode 2:Design of Concrete Structures, Part 1-2:General Rules,Structural Fire Design[S]. British Standards Institution,2004
[87]范进,吕志涛.高温后钢丝性能的试验研究[J].工业建筑,2002,39(9)：30-32
[88]范进,吕志涛.高温(火灾)下预应力钢丝性能的试验研究[J].建筑技术,,2001,32(12)：833-834
[89]张吴宇,郑文忠.高温下1770级φ5钢丝蠕变及应力松弛性能试验研究[J].土 木工程学报,2006,39(8)：7-13
[90]郑文忠,胡琼,张昊宇.高温下及高温后1770级(b 5低松弛预应力钢丝力学性能试验研究[J].建筑结构学报,2006,27(2)：120-128
[91]陈礼刚,袁建东,李晓东,等.高温下预应力钢丝的应力应变关系[J].重庆建筑大学学报,2006,28(4)：47-50