一种改进的工程结构全寿命设计理论指标体系
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摘要
以结构耐久性为主线,对现有工程结构全寿命设计理论框架进行重组,将结构的全寿命设计目标总结为可靠性目标和可持续性目标两方面,建立了包含安全性、适用性、耐久性、经济影响、环境影响和社会影响等设计目标的全寿命设计体系,并确定了基于结构动态性能的全寿命设计思路。通过建立结构可持续发展指标,解决了现有全寿命设计理论中概念模糊和指标重复的问题,并完善了全寿命成本的内涵。改进后的全寿命设计理论指标体系具有更为完善合理的构架,能够广泛适应各种结构类型和使用情况。
Following the mainline of structural durability, this paper restructured the theoretical framework of life-cycle design(LCD) method, and set up the reliability and sustainability LCD objectives, including safety, serviceability, durability, economic impacts, environmental impacts and social impacts. The modified LCD method was carried out through the dynamic performance-based design concept. It solved the problems of vague concepts and repeated indicators in current LCD methods by setting up the sustainability indicator, and also replenished the contents of life-cycle cost(LCC) at the same time. The modified LCD index system possesses a more complete and reasonable framework, and can be applicable to a wide variety of structural types and service conditions.
Following the mainline of structural durability, this paper restructured the theoretical framework of life-cycle design(LCD) method, and set up the reliability and sustainability LCD objectives, including safety, serviceability, durability, economic impacts, environmental impacts and social impacts. The modified LCD method was carried out through the dynamic performance-based design concept. It solved the problems of vague concepts and repeated indicators in current LCD methods by setting up the sustainability indicator, and also replenished the contents of life-cycle cost(LCC) at the same time. The modified LCD index system possesses a more complete and reasonable framework, and can be applicable to a wide variety of structural types and service conditions.
引文
[1] OKASHA N M, FRANGOPOL D M. Lifetime-oriented multi-objective optimization of structural maintenance considering system reliability, redundancy and life-cycle cost using GA[J]. Structural Safety, 2009, 31(6):460- 474.
[2] 吴培峰. 基于全寿命设计方法的梁式桥概念设计研究[D]. 上海:同济大学, 2007. (WU Peifeng. Conceptual design of beam bridge based on life-cycle design method[D]. Shanghai: Tongji University, 2007. (in Chinese))
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[5] 金伟良, 钟小平, 胡琦忠. 可持续发展工程结构全寿命周期设计理论体系研究[J]. 防灾减灾工程学报,2010,30(增刊1):411- 416.(JIN Weiliang,ZHONG Xiaoping,HU Qizhong.Sustainable development-oriented design theory of engineering structures in whole life-cycle[J]. Journal of Disaster Prevention and Mitigation Engineering,2010,30(Suppl.1):411- 416.(in Chinese))
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[8] WANG Z, JIN W, CHEN J. Hierarchical life-cycle design of concrete structures[C]// Proceedings of the 5th International Conference on Durability of Concrete Structures. West Lafayette: Purdue University Press, 2016:117-126.
[9] SARJA A. Integrated life cycle design of structures[M]. New York: Spon Press, 2002.
[10] BERGMEISTER K. Life-cycle design for the world’s longest tunnel project[C]// Proceedings of the Third International Symposium on Life-Cycle Civil Engineering. Boca Raton: CRC Press, 2012:35.
[11] EVBUOMWAN N F, ANUMBA C J. An integrated framework for concurrent life-cycle design and construction[J].Advances in Engineering Software,1998, 29(7): 587-597.
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[16] FRANGOPOL D M. Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges[J]. Structure and Infrastructure Engineering, 2011, 7(6):389- 413.
[17] GHOSN M, MOSES F, FRANGOPOL D M. Redundancy and robustness of highway bridge superstructures and substructures[J]. Structure and Infrastructure Engineering, 2010,6(1/2):257-278.
[18] BOCCHINI P,FRANGOPOL D M,UMMENHOFER T. Resilience and sustainability of civil infrastructure: toward a unified approach[J]. Journal of Infrastructure Systems, 2013, 20(2): 04014004.
[19] 建筑结构可靠度设计统一标准:GB 50068—2001[S]. 北京:中国建筑工业出版社,2001.(Unified standard for reliability design of building structures: GB 50068—2001[S]. Beijing: China Architecture & Building Press, 2001. (in Chinese))
[20] General principles on the design of structures for durability: ISO 13823: 2008[S/OL]. [2017-12- 03]. https://www.iso.org/standard/39021.html.
[21] United Nations General Assembly: resolution adopted by the General Assembly on 16 September 2005: A/RES/60/1[Z/OL].(2005-10-25)[2017-12- 03]. http://www.un.org/en/development/desa/population/migration/generalassembly/docs/globalcompact/A_RES_60_1.pdf.
[22] American Society of Civil Engineers. ASCE and sustainability[R/OL]. (2017- 05-26) [2017-12- 03]. http://www.asce.org/Sustainability/ASCE-and-Sustainability/ASCE-Sustainability.
[23] FRANGOPOL D M, SAMANTHA S, DONG Y. Bridge life-cycle performance and cost: analysis, prediction, optimization and decision making[J]. Structure and Infrastructure Engineering,2017,13(10):1239-1257.
[24] CHO H N, KIM J H, CHOI Y M. Practical application of life-cycle cost effective design and rehabilitation of civil infrastructures[C]// 3th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. Reston, VA: American Society of Civil Engineers, 2004:295-311.
[25] Environmental management-life cycle assessment-goal and scope definition and inventory analysis:ISO 14041:1998[S/OL]. (1991-10- 01) [2017-12- 03]. https://www.iso.org/standard/23152.html.
[26] SAHELY H R, KENNEDY C A, ADAMS B J. Developing sustainability criteria for urban infrastructure systems[J]. Canadian Journal of Civil Engineering, 2005, 32(1): 72-85.
[27] DONG Y, FRANGOPOL D M, SAYDAM D. Sustainability of highway bridge networks under seismic hazard[J]. Journal of Earthquake Engineering, 2014, 18(1):41- 66.
[28] 金伟良,袁迎曙,卫军,王海龙.氯盐环境下混凝土结构耐久性理论与设计方法[M].北京:科学出版社,2011: 497-523.(JIN Weiliang, YUAN Yingshu, WEI Jun, WANG Hailong. Durability theory and design method for concrete structures in chloride environment[M]. Beijing: Science Press, 2011: 497-523.(in Chinese))
[29] HUNKELER D, LICHTENVORT K, REBITZER G. Environmental life cycle costing[M]. Boca Raton: CRC Press, 2008: 64- 69.
[30] MATTEWS J C, ALLOUCHE E N. A social cost calculator for utility construction projects[C]//NASTT’s No-Dig Show 2010. Chicago: NASTT, 2010:paper F- 4- 03.
[31] RACKWITZ R. Optimization and risk acceptability based on the life quality index[J]. Structural Safety, 2002, 24(2/3/4): 297-331.
[2] 吴培峰. 基于全寿命设计方法的梁式桥概念设计研究[D]. 上海:同济大学, 2007. (WU Peifeng. Conceptual design of beam bridge based on life-cycle design method[D]. Shanghai: Tongji University, 2007. (in Chinese))
[3] 邵旭东, 彭建新, 晏班夫. 桥梁全寿命设计方法框架性研究[J]. 公路, 2006 (1): 44- 49. (SHAO Xudong, PENG Jianxin, YAN Banfu. Framework research on design method for bridge life cycle[J]. Highway, 2006 (1): 44- 49. (in Chinese))
[4] 马军海, 陈艾荣, 贺君. 桥梁全寿命设计总体框架研究[J]. 同济大学学报 (自然科学版), 2007, 35(8): 1003-1007. (MA Junhai, CHEN Airong, HE Jun. General framework of bridge whole life design[J]. Journal of Tongji Unversitiy (Natural Science), 2007, 35(8): 1003-1007. (in Chinese))
[5] 金伟良, 钟小平, 胡琦忠. 可持续发展工程结构全寿命周期设计理论体系研究[J]. 防灾减灾工程学报,2010,30(增刊1):411- 416.(JIN Weiliang,ZHONG Xiaoping,HU Qizhong.Sustainable development-oriented design theory of engineering structures in whole life-cycle[J]. Journal of Disaster Prevention and Mitigation Engineering,2010,30(Suppl.1):411- 416.(in Chinese))
[6] 钟小平, 金伟良. 混凝土结构全寿命性能设计理论框架研究[J]. 工业建筑, 2013,43(8):1-9.(ZHONG Xiaoping, JIN Weiliang. Framework of design theory of whole life-cycle performance in concrete structure[J]. Industrial Construction, 2013, 43(8): 1-9.(in Chinese))
[7] 金伟良, 钟小平. 可持续发展工程结构全寿命周期设计理论体系研究[J]. 中国工程科学, 2012, 14(3): 100-107.(JIN Weiliang, ZHONG Xiaoping. Sustainable development-oriented design theory of engineering structures in whole life-cycle[J]. Engineering Sciences, 2012, 14(3): 100-107.(in Chinese))
[8] WANG Z, JIN W, CHEN J. Hierarchical life-cycle design of concrete structures[C]// Proceedings of the 5th International Conference on Durability of Concrete Structures. West Lafayette: Purdue University Press, 2016:117-126.
[9] SARJA A. Integrated life cycle design of structures[M]. New York: Spon Press, 2002.
[10] BERGMEISTER K. Life-cycle design for the world’s longest tunnel project[C]// Proceedings of the Third International Symposium on Life-Cycle Civil Engineering. Boca Raton: CRC Press, 2012:35.
[11] EVBUOMWAN N F, ANUMBA C J. An integrated framework for concurrent life-cycle design and construction[J].Advances in Engineering Software,1998, 29(7): 587-597.
[12] General principles on reliability for structures: ISO 2394:2015[S/OL]. [2017-12- 03]. https://www.iso.org/standard/58036.html.
[13] 建筑结构荷载规范:GB 50009—2012[S]. 北京:中国建筑工业出版社,2012.(Load code for the design of building structures: GB 50009—2012[S]. Beijing: China Architecture & Building Press, 2012.(in Chinese))
[14] STEPHENS R I, FATEMI A, STEPHENS R R, FUCHS H O. Metal fatigue in engineering[M]. 2nd ed. New York: John Wiley & Sons, 2010: 19-31.
[15] MOSES F, SCHILING C G, RAJU K S. Fatigue evaluation procedures for steel bridges[M/OL]. Washington DC: Transportation Research Board, National Research Council,1987:5-10.[2018- 05-15]. http://onlinepubs.trb.org/Onlinepubs/nchrp/nchrp_rpt_299.pdf .
[16] FRANGOPOL D M. Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges[J]. Structure and Infrastructure Engineering, 2011, 7(6):389- 413.
[17] GHOSN M, MOSES F, FRANGOPOL D M. Redundancy and robustness of highway bridge superstructures and substructures[J]. Structure and Infrastructure Engineering, 2010,6(1/2):257-278.
[18] BOCCHINI P,FRANGOPOL D M,UMMENHOFER T. Resilience and sustainability of civil infrastructure: toward a unified approach[J]. Journal of Infrastructure Systems, 2013, 20(2): 04014004.
[19] 建筑结构可靠度设计统一标准:GB 50068—2001[S]. 北京:中国建筑工业出版社,2001.(Unified standard for reliability design of building structures: GB 50068—2001[S]. Beijing: China Architecture & Building Press, 2001. (in Chinese))
[20] General principles on the design of structures for durability: ISO 13823: 2008[S/OL]. [2017-12- 03]. https://www.iso.org/standard/39021.html.
[21] United Nations General Assembly: resolution adopted by the General Assembly on 16 September 2005: A/RES/60/1[Z/OL].(2005-10-25)[2017-12- 03]. http://www.un.org/en/development/desa/population/migration/generalassembly/docs/globalcompact/A_RES_60_1.pdf.
[22] American Society of Civil Engineers. ASCE and sustainability[R/OL]. (2017- 05-26) [2017-12- 03]. http://www.asce.org/Sustainability/ASCE-and-Sustainability/ASCE-Sustainability.
[23] FRANGOPOL D M, SAMANTHA S, DONG Y. Bridge life-cycle performance and cost: analysis, prediction, optimization and decision making[J]. Structure and Infrastructure Engineering,2017,13(10):1239-1257.
[24] CHO H N, KIM J H, CHOI Y M. Practical application of life-cycle cost effective design and rehabilitation of civil infrastructures[C]// 3th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. Reston, VA: American Society of Civil Engineers, 2004:295-311.
[25] Environmental management-life cycle assessment-goal and scope definition and inventory analysis:ISO 14041:1998[S/OL]. (1991-10- 01) [2017-12- 03]. https://www.iso.org/standard/23152.html.
[26] SAHELY H R, KENNEDY C A, ADAMS B J. Developing sustainability criteria for urban infrastructure systems[J]. Canadian Journal of Civil Engineering, 2005, 32(1): 72-85.
[27] DONG Y, FRANGOPOL D M, SAYDAM D. Sustainability of highway bridge networks under seismic hazard[J]. Journal of Earthquake Engineering, 2014, 18(1):41- 66.
[28] 金伟良,袁迎曙,卫军,王海龙.氯盐环境下混凝土结构耐久性理论与设计方法[M].北京:科学出版社,2011: 497-523.(JIN Weiliang, YUAN Yingshu, WEI Jun, WANG Hailong. Durability theory and design method for concrete structures in chloride environment[M]. Beijing: Science Press, 2011: 497-523.(in Chinese))
[29] HUNKELER D, LICHTENVORT K, REBITZER G. Environmental life cycle costing[M]. Boca Raton: CRC Press, 2008: 64- 69.
[30] MATTEWS J C, ALLOUCHE E N. A social cost calculator for utility construction projects[C]//NASTT’s No-Dig Show 2010. Chicago: NASTT, 2010:paper F- 4- 03.
[31] RACKWITZ R. Optimization and risk acceptability based on the life quality index[J]. Structural Safety, 2002, 24(2/3/4): 297-331.