土木工程 |
|
|
|
|
等效线性化方法在基于位移抗震设计中的应用 |
苏亮,索靖 |
浙江大学 空间结构研究中心,浙江 杭州 310058 |
|
Comparison of different equivalent linearization approaches applied to displacement-based seismic design methodology |
SU Liang, SUO Jing |
Space Structures Research Center, Zhejiang University, Hangzhou 310058, China |
[1] PRIESTLEY M J N, CALVI G M, KOWALSKY M J. Direct displacement-based seismic design of structures [M]. Pavia, Italy: IUSS Press, 2007:221-312.
[2] 郭磊, 李建中, 范立础. 直接基于位移的结构抗震设计理论研究进展 [J]. 世界地震工程, 2005, 21(4): 157-164.
GUO Lei, LI Jianzhong, FAN Lichu. Stateoftheart of direct displacementbased seismic design theory for structures [J]. World Earthquake Engineering, 2005, 21(4): 157-164.
[3] KOWALSKY M J, PRIESTLEY M J N, MACRAE G A. Displacementbased design of RC bridge column in seismic regions [J]. Earthquake Engineering and Structural Dynamics, 1995, 24(12): 1623-1643.
[4] 李刚, 程耿东. 基于性能的结构抗震设计:理论、方法与应用 [M]. 北京: 科学出版社, 2004:1-13.
[5] GUYADER A C, IWAN D. Determining equivalent linear parameters for use in a capacity spectrum method of analysis [J]. Journal of Structural Engineering, 2006, 132(1): 59-67.
[6] MIRANDA E, RUZIGARCIA J. Evaluation of approximate methods to estimate maximum inelastic displacement demands [J]. Earthquake Engineering and Structural Dynamics, 2002, 31: 539-560.
[7] LIN Y Y, MIRANDA E. Noniterative equivalent linear method for evaluation of existing structures [J]. Journal of Structural Engineering, 2008, 134(11): 1685-1695.
[8] 苏亮, 王毅. 等效线性化方法中系统参数求解的最优化算法 [J]. 工程力学, 2011, 28(9): 23-29.
SU Liang, WANG Yi. New optimization algorithm for determining system parameters of equivalent linearization method [J]. Engineering Mechanics, 2011, 28(9): 23-29.
[9] XIAO N, SU L, WANG Y. Utilization of particle swarm optimization in equivalent linearization method applied to earthquake engineering [J]. Advances in Structural Engineering, 2011, 14(2): 179-188.
[10] 王毅. 地震工程中的等效线性化方法研究 [D]. 杭州:浙江大学, 2011.
WANG Yi. Research on equivalent linearization method applied in earthquake engineering [D]. Hangzhou:Zhejiang University, 2011.
[11] Eurocode 8, Design of structures for earthquake resistancePart 1: general rules: seismic actions and rules for buildings[S]. Brussels, Belgium: European Committee for Standardization, 1998.
[12] GB 500102010. 混凝土结构设计规范[S]. 北京:中华人民共和国住房和城乡建设部, 中国建筑工业出版社,2010.
[13] CROWLEY H, PINHO H, BOMMER J J. A probability displacementbased vulnerability assessment procedure for earthquake loss estimation [J]. Bulletin of Earthquake Engineering ,2004, 2(2):173-219.
[14] SeismoSoft. SeismoStruct A computer program for static and dynamic nonlinear analysis of framed structures, (online)\
[CP/DK\]. Available from URL: www.seismosoft.com,c2005.
[15] MANDER J B, PRIESTLEY M J N, PARK R. Theoretical stressstrain model for confined concrete [J]. Journal of Structural Engineering, 1988, 114(8): 1804-1826. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|