|Table of Contents|

Application of Vulnerability Analysis in Structural Seism and Health Monitoring(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2008年02期
Page:
15-23
Research Field:
Publishing date:
2008-06-20

Info

Title:
Application of Vulnerability Analysis in Structural Seism and Health Monitoring
Author(s):
JIANG Shao-fei12 YANG Bo2 DANG Yong-qin3
1. School of Civil Engineering, Fuzhou University, Fuzhou 350002, Fujian, China; 2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China; 3. Institute of Building Design, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China
Keywords:
structural health monitoring vulnerability analysis optimal arrangement of sensor seismic design
PACS:
TU317
DOI:
-
Abstract:
In order to effectively manage large-scale and complex structures and reduce damage extents by various disasters, authors firstly introduced the concept and basic principles of structural vulnerability. Then it was reviewed to the calculation methods and its application of structural vulnerability analysis to structural and bridge seismic designs, and the benefits and disadvantages of various methods were overviewed. The feasibility and application of structural vulnerability analysis to structural health monitoring system development and sensor optimal arrangement were discussed in details, and the development in the near future and application were introduced. Finally, the perspective of vulnerability analysis was forecasted in the future.

References:

[1] 李宏男,李东升.土木工程结构安全性评估、健康监测及诊断述评[J].地震工程与工程振动,2002,22(3):82-90. LI Hong-nan,LI Dong-sheng.Safety Assessment, Health Monitoring and Damage Diagnosis for Structures in Civil Engineering[J].Earthquake Engineering and Engineering Vibration,2002,22(3):82-90.
[2]邱德锋,周 艳,刘西拉.突发事故中结构易损性的研究[J].四川建筑科学研究,2005,31(2):55-59. QIU De-feng,ZHOU Yan,LIU Xi-la.Study on the Structural Vulnerability Under Unexpected Conditions[J].Sichuan Building Science,2005,31(2):55-59.
[3]LAM H F.On the Complexity of Artificial Neural Networks for Smart Structures Monitoring[J].Engin-eering Structures,2006,28(7):977-984.
[4]柳承茂,刘西拉.基于刚度的构件重要性评估及其与冗余度的关系[J].上海交通大学学报,2005,39(5):746-750. LIU Cheng-mao,LIU Xi-la.Stiffness-based Evalu-ation of Component Importance and Its Relationship with Redundancy[J].Journal of Shanghai Jiaotong University,2005,39(5):746-750.
[5]左 云,陈明宪,赵跃宇.桥梁健康监测及传感器的优化布置[J].公路,2004(4):90-94. ZUO Yun,CHEN Ming-xian,ZHAO Yue-yu.Health Monitoring of Bridges and Optimal Placement of Sensor[J].Highway,2004(4):90-94.
[6]LIND N C.A Measure of Vulnerability and Damage Tolerance[J].Reliability Engineering and System Safety,1995,48:1-6.
[7]ZIHA K.Event Oriented Analysis of Series Structural Systems[J].Structural Safety,2001,23(1):1-29.
[8]BEEBY A W.Safety of Structures and a New Approach to Robustness[J].The Structural Engineer,1999,77(4):16-21.
[9]LU Z,WOODMAN N J,BLOCKLEY D I.A Theory of Structural Vulnerability[J].The Structural Engin-eer,1999,77(18):17-24.
[10]吕大刚,王光远.基于可靠度和灵敏度的结构局部地震易损性分析[J].自然灾害学报,2006,15(4):157-162. LU Da-gang,WANG Guang-yuan.Local Seismic Fragility Analysis of Structures Based on Reliability and Sensitivity[J].Journal of Natural Disasters,2006,15(4):157-162.
[11]张菊辉.基于数值模拟的规则梁桥墩柱的地震易损性分析[D].上海:同济大学,2006. ZHANG Ju-hui.Study on Seismic Vulnerability Analy-sis of Normal Beam Bridge Piers Based on Numerical Simulation[D].Shanghai:Tongji University,2006.
[12]吕大刚,李晓鹏,王光远.基于可靠度和性能的结构整体地震易损性分析[J].自然灾害学报,2006,15(2):107-114. LU Da-gang,LI Xiao-peng,WANG Guang-yuan.Global Seismic Fragility Analysis of Structures Based on Reliability and Performance[J].Journal of Natural Disasters,2006,15(2):107-114.
[13]吕大刚,李晓鹏,王光远.土木工程结构地震易损性分析的有限元可靠度方法[J].应用基础与工程科学学报,2006,14(增):264-272. LU Da-gang,LI Xiao-peng,WANG Guang-yuan.Finite Element Reliability Methods for Seismic Fragility Analysis Civil Engineering Structures[J].Journal of Basic Science and Engineering,2006,14(S):264-272.
[14]张菊辉,胡世德.桥梁地震易损性分析的研究现状[J].结构工程师,2005,21(5):76-80. ZHANG Ju-hui,HU Shi-de.State of the Art of Bridge Seismic Vulnerability Analysis Research[J].Structural Engineers,2005,21(5):76-80.
[15]王 丹.钢框架结构的地震易损性及概率风险分析[D].哈尔滨:哈尔滨工业大学,2006. WANG Dan.Seismic Fragility Analysis and Probabilistic Risk Analysis of Steel Frame Structures[D].Harbin:Harbin Institute of Technology,2006.
[16]常业军,吴明友.建筑物结构易损性分析及抗震性能比较[J].山西地震,2001(1):23-25. CHANG Ye-jun,WU Ming-you.Construction Vulnerability Analysis and Earthquake-proof Quality Comparison[J].Earthquake Research in Shanxi,2001(1):23-25.
[17]ELLINGWOOD B R.Earthquake Risk Assessment of Building Structures[J].Reliability Engineering and System Safety,2001,74(3):251-262.
[18]CHOI E,DESROCHES R,NIELSON B.Seismic Fragility of Typical Bridges in Moderate Seismic Zones[J].Engineering Structures,2004,26(2):187-199.
[19]ERBERIK M A,ELNASHAI A S.Fragility Analysis of Flat-slab Structures[J].Engineering Structures,2004,26(7):937-948.
[20]KIM S H,SHINOZUKA M.Development of Fragility Curves of Bridges Retrofitted by Column Jacketing[J].Probabilistic Engineering Mechanics,2004,19(1/2):105-112.
[21]李鸿晶,冯启民,王中生.平面框架结构抗震易损性的简化分析方法[J].地震工程与工程振动,1997,17(4):18-25. LI Hong-jing,FENG Qi-min,WANG Zhong-sheng.A Simplified Approach to Vulnerability Analysis for Earthquake-resistant Plane Frame Structures[J].Earthquake Engineering and Engineering Vibration,1997,17(4):18-25.
[22]HWANG H,刘晶波.地震作用下钢筋混凝土桥梁结构易损性分析[J].土木工程学报,2004,37(6):47-51. HWANG H,LIU Jing-bo.Seismic Fragility Analysis of Reinforced Concrete Bridges[J].China Civil Engin-eering Journal,2004,37(6):47-51.
[23]申选召,林均岐,李谊瑞,等.桥梁易损性研究述评[J].世界地震工程,2006,22(2):97-103. SHEN Xuan-zhao,LIN Jun-qi,LI Yi-rui,et al.State-of-the-art of Studies on Vulnerability of Bridges[J].World Earthquake Engineering,2006,22(2):97-103.
[24]叶燎原,潘 文.结构静力弹塑性分析(Push-over)的原理和计算实例[J].建筑结构学报,2000,21(2):37-43. YE Liao-yuan,PAN Wen.The Principle of Nonlinear Static Analysis(Push-over)and Numerical Examples[J].Journal of Building Structures,2000,21(2):37-43.
[25]汪大绥,贺军利,张凤新.静力弹塑性分析(Pushover Analysis)的基本原理和计算实例[J].世界地震工程,2004,20(1):45-53. WANG Da-sui,HE Jun-li,ZHANG Feng-xin.The Basic Principle and a Case Study of the Static Elastoplastic Analysis(Pushover Analysis)[J].World Earthquake Engineering,2004,20(1):45-53.
[26]徐龙军,章 倩.铁路桥梁地震震害预测[J].山东建筑工程学院学报,2003,18(1):27-31. XU Long-jun,ZHANG Qian.Earthquake Damage Prediction of Railroad Bridge[J].Journal of Shandong University of Architecture and Engineering,2003,18(1):27-31.
[27]SHINOZUKA M,FENG M Q,LEE J,et al.Statistical Analysis of Fragility Curves[J].Journal of Engin-eering Mechanics,2000,126(12):1224-1231.
[28]SHINOZUKA M,FENG M Q,KIM S H,et al.Nonlinear Static Procedures for Fragility Curve Development[J].Journal of Engineering Mechanics,2000,126(12):1287-1295.
[29]KARIM K R,YAMAZAKI F.Effect of Earthquake Ground Motions on Fragility Curves of Highway Bridge Piers Based on Numerical Simulation[J].Earthquake Engineering and Structural Dynamics,2001,30(12):1839-1856.
[30]KARIM K R,YAMAZAKI F.A Simplified Method of Constructing Fragility Curves for Highway Bridges[J].Earthquake Engineering and Structural Dy-namics,2003,32(10):1603-1626.
[31]SINGHAL A,KIREMIDJIAN A.Bayesian Updating of Fragilities with Application to RC Frames[J].Journal of Structural Engineering,1998,124(8):922-929.
[32]胡 勃,袁万城,王君杰,等.大型桥梁结构抗震分级设防与安全评定标准[J].世界地震工程,1998,14(1):1-9. HU Bo,YUAN Wan-cheng,WANG Jun-jie,et al.Criteria for Multi-levelSeismic Design and Safety Evaluation of Bridges[J].World Earthquake Engineering,1998,14(1):1-9.
[33]周神根,王天威,杨春环.铁路桥梁震害预测和抗震加固[J].铁道建筑,1991,8:4-9. ZHOU Shen-gen,WANG Tian-wei,YANG Chun-huan.Prediction and Reinforcement of Earthquake Damage of Railway Bridges[J].Railway Engineering,1991,8:4-9.
[34]朱美珍.公路桥梁震害预测的实用方法[J].同济大学学报,1994,22(3):279-283. ZHU Mei-zhen.A Practical Method for Predicting Seismic Damage ofHighway Bridges[J].Journal of Tongji University,1994,22(3):279-283.
[35]杜 鹏.钢筋混凝土桥梁的地震易损性分析[J].工程抗震与加固改造,2007,29(1):89-93. DU Peng.Seismic Vulnerability Analysis of Reinforced Concrete Bridge[J].Earthquake Resistant En-gineering and Retrofitting,2007,29(1):89-93.
[36]王东升,冯启民.桥梁震害预测方法[J].自然灾害学报,2001,10(8):113-118. WANG Dong-sheng,FENG Qi-min.Seismic Damage Assessment Methods for Bridges[J].Journal of Natural Disasters,2001,10(8):113-118.
[37]贾 明.远程结构健康(应变)监测系统的设计与研究[D].南京:南京航空航天大学,2005. JIA Ming.Design and Research on Remote Structural Health(Strain)Monitoring System[D].Nanjing:Nanjing University of Aeronautics and Astronautics,2005.
[38]何旭辉.南京长江大桥结构健康监测及其关键技术研究[D].长沙:中南大学,2004. HE Xu-hui.Study on the Structural Health Monitor-ing of Nanjing Yangtze River Bridge and Its Key Technologies[D].Changsha:Central South University,2004.
[39]刘文峰,张劲泉,何玉珊,等.杭州湾跨海大桥监测系统中应变传感器的优化布点[J].公路交通科技,2005,22(12):81-83. LIU Wen-feng,ZHANG Jin-quan,HE Yu-shan,et al.Optimal Placement of Strain Sensors for Monitoring System on Hangzhou Bay Bridge[J].Journal of Highway and Transportation Research and Development,2005,22(12):81-83.
[40]缪长青,李爱群,韩晓林,等.润扬大桥结构健康监测策略[J].东南大学学报:自然科学版,2005,35(5):780-785. MIU Chang-qing,LI Ai-qun,HAN Xiao-lin,et al.Monitor Strategy of the Structural Health Monitoring System of Runyang Bridge[J].Journal of Southeast University:Natural Science Edition,2005,35(5):780-785.
[41]OU J P,LI H.The State-of-the-art and Practice of Structural Health Monitoring for Civil Infrastructures in the Mainland of China[C]//OU J P,LI H,DUAN Z D.Proceeding of the 2nd International Conference on Structural Health Monitoring and Intelligent Infrastructure.New York:Taylor & Francis,2005:69-88.
[42]谢 强,薛松涛.结构健康监测传感器优化布置的混合算法[J].同济大学学报:自然科学版,2006,34(6):726-731. XIE Qiang,XUE Song-tao.A Hybrid Algorithm for Optimal Sensor Placement of Structural Health Monitoring[J].Journal of Tongji University:Natural Science,2006,34(6):726-731.
[43]李 戈,秦 权,董 聪.用遗传算法选择悬索桥监测系统中传感器的最优布点[J].工程力学,2000,17(1):25-34. LI Ge,QIN Quan,DONG Cong.Optimal Placement of Sensors for Monitoring Systems on Suspension Bridges Using Genetic Algorithms[J].Engineering Mech-anics,2000,17(1):25-34.

Memo

Memo:
-
Last Update: 2008-06-20