基于能量的钢结构抗震性态设计研究进展
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摘要
基于性态的抗震设计理念已被普遍接受,我国《建筑抗震设计规范》已纳入性态设计的内容,但因研究成果、技术储备的不足,目前各国规范还都未能提出一般性的设计方法,显现出在此领域进行科学研究,提出基于结构性态实用设计方法的急迫性。文章综述了钢结构基于能量抗震设计方法的研究进展及存在的问题。
Performance-based seismic design has been gaining great attention and development, Chinese seismic design code has accepted performance-based design concept.Because the insufficiency of research works, the current seismic design codes in all countries have not proposed an efficient and general design methodology for the design of structures at multiple performance and hazard levels,further research and development are required.This paper deals with the developmental state and unresolved issues of energy-based seismic design of steel structures.
Performance-based seismic design has been gaining great attention and development, Chinese seismic design code has accepted performance-based design concept.Because the insufficiency of research works, the current seismic design codes in all countries have not proposed an efficient and general design methodology for the design of structures at multiple performance and hazard levels,further research and development are required.This paper deals with the developmental state and unresolved issues of energy-based seismic design of steel structures.
引文
[1]Chung-Che Chou,Chia-Ming Uang.An evaluation of seismic energy demand:An attenuation approach[R].Berkeley:PEER Report 2000/04Pacific Earthquake Engineering Research Center,2000.
[2]Mc Kevitt W E,Anderson D L,Cherry S.Hysterretic energy spectra in seismic design[C]//Proceedings of the 2ndWorld Conference on Earthquake Engineering,1980,7:487-494.
[3]Payam Khashaee.Energy-based seismic design and damage assessment for structures[D].Dallas:Southern Methodist University,2004.
[4]Chou C C,Uang C M.A procedure for evaluation of seismic energy demand of framed structures[J].Earthquake Engineering and Structural Dynamics,2003(32):229-244.
[5]Ghosh S,Collins K R.Merging energy-based design criteria and reliability-based methods:exploring a new concept[J].Earthquake Engineering and Structural Dynamics,2006,35(13):1677-1698.
[6]Tholen Prasanth,Siddhartha Ghosh,Kevin R Collins.Estimation of hysteretic energy demand using concepts of modal pushover analysis[J].Earthquake Engng Struct Dyn,2008,37:975-990.
[7]Chopra A K,Goel R K.A modal pushover analysis procedure for estimating seismic demands for buildings[J].Earthquake Engineering and Structural Dynamics,2002,31(3):561-582.
[8]Chopra A K,Goel R K.A modal pushover analysis procedure to estimae seismic demands for unsymmetric-plan buildings[J].Earthquake Engineering and Structural Dynamics,2004,33(8):903-927.
[9]孙国华,顾强,何若全,方有珍.基于能量反应谱的抗弯钢框架结构能量计算[J].土木工程学报,2012,45(5):41-48.
[10]李爽,谢礼立.近场问题的研究现状与发展方向[J].地震学报,2007,29(1):102-111.
[11]Erol Kalkan.Prediction of seismic demands in building structures[D].California:University of California,2006.
[12]孙国华,顾强,何若全,杨文侠.近断层地震作用下钢板剪力墙结构基于MECE谱的性态设计方法[J].建筑结构学报,2012,33(5):105-117.
[13]Shih-Ho Chao,Goel S C.Performance-based seismic design of EBF using target drift and yield mechanism as performance criteria[R].Department of Civil and Environmental Engineering,College of Engineering,The University of Michigan,2005.
[14]Leelataviwat S,Goel S C,Stojadinovi.Toward performance-based seismic design of structures[J].Earthquake Spectra,1999,15(3):435-461.
[15]Soon-Sik Lee.Performance-based design of steel moment frames using target drift and yield mechanism[D].Michigan:The University of Michigan,2002.
[16]Shih-Ho Chao,Goel S C.Performance-based plastic design of seismic resistant special truss moment frames[R].Department of Civil and Environmental Engineering,College of Engineering,The University of Michigan,2006.
[17]Shih-Ho Chao,Goel S C.A seismic design method for steel concentric braced frames for enhanced performance[C]//4thinternational conference on earthquake engineering,Taipei,Taiwan,2006.
[18]Jinkoo Kim and Hyunhoon Choi.Energy-based seismic design of structures with buckling-restrained braces[J].Steel and Composite Structures,2004,4(6):437-452.
[19]Akbas B,Shen J,Hao H.Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective[J].Struct.Design Tall Build.2001(10):193-217.
[20]Hyunhoon Choi,Jinkoo Kim.Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum[J].Engineering Structures,2006,28(2):304-311.
[21]孙国华,顾强,何若全,方有珍.基于滞回耗能谱的钢板剪力墙结构性态设计方法[J].建筑结构学报,2011,32(11):126-133.
[22]AISC.Design guide 20-steel plate shear walls[R].San Francisco:American Institute of Steel Construction,2007.
[2]Mc Kevitt W E,Anderson D L,Cherry S.Hysterretic energy spectra in seismic design[C]//Proceedings of the 2ndWorld Conference on Earthquake Engineering,1980,7:487-494.
[3]Payam Khashaee.Energy-based seismic design and damage assessment for structures[D].Dallas:Southern Methodist University,2004.
[4]Chou C C,Uang C M.A procedure for evaluation of seismic energy demand of framed structures[J].Earthquake Engineering and Structural Dynamics,2003(32):229-244.
[5]Ghosh S,Collins K R.Merging energy-based design criteria and reliability-based methods:exploring a new concept[J].Earthquake Engineering and Structural Dynamics,2006,35(13):1677-1698.
[6]Tholen Prasanth,Siddhartha Ghosh,Kevin R Collins.Estimation of hysteretic energy demand using concepts of modal pushover analysis[J].Earthquake Engng Struct Dyn,2008,37:975-990.
[7]Chopra A K,Goel R K.A modal pushover analysis procedure for estimating seismic demands for buildings[J].Earthquake Engineering and Structural Dynamics,2002,31(3):561-582.
[8]Chopra A K,Goel R K.A modal pushover analysis procedure to estimae seismic demands for unsymmetric-plan buildings[J].Earthquake Engineering and Structural Dynamics,2004,33(8):903-927.
[9]孙国华,顾强,何若全,方有珍.基于能量反应谱的抗弯钢框架结构能量计算[J].土木工程学报,2012,45(5):41-48.
[10]李爽,谢礼立.近场问题的研究现状与发展方向[J].地震学报,2007,29(1):102-111.
[11]Erol Kalkan.Prediction of seismic demands in building structures[D].California:University of California,2006.
[12]孙国华,顾强,何若全,杨文侠.近断层地震作用下钢板剪力墙结构基于MECE谱的性态设计方法[J].建筑结构学报,2012,33(5):105-117.
[13]Shih-Ho Chao,Goel S C.Performance-based seismic design of EBF using target drift and yield mechanism as performance criteria[R].Department of Civil and Environmental Engineering,College of Engineering,The University of Michigan,2005.
[14]Leelataviwat S,Goel S C,Stojadinovi.Toward performance-based seismic design of structures[J].Earthquake Spectra,1999,15(3):435-461.
[15]Soon-Sik Lee.Performance-based design of steel moment frames using target drift and yield mechanism[D].Michigan:The University of Michigan,2002.
[16]Shih-Ho Chao,Goel S C.Performance-based plastic design of seismic resistant special truss moment frames[R].Department of Civil and Environmental Engineering,College of Engineering,The University of Michigan,2006.
[17]Shih-Ho Chao,Goel S C.A seismic design method for steel concentric braced frames for enhanced performance[C]//4thinternational conference on earthquake engineering,Taipei,Taiwan,2006.
[18]Jinkoo Kim and Hyunhoon Choi.Energy-based seismic design of structures with buckling-restrained braces[J].Steel and Composite Structures,2004,4(6):437-452.
[19]Akbas B,Shen J,Hao H.Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective[J].Struct.Design Tall Build.2001(10):193-217.
[20]Hyunhoon Choi,Jinkoo Kim.Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum[J].Engineering Structures,2006,28(2):304-311.
[21]孙国华,顾强,何若全,方有珍.基于滞回耗能谱的钢板剪力墙结构性态设计方法[J].建筑结构学报,2011,32(11):126-133.
[22]AISC.Design guide 20-steel plate shear walls[R].San Francisco:American Institute of Steel Construction,2007.
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