Kawashima K, Macrae G A, Hoshikuma J I, Nagaya K. Residual displacement response spectrum[J]. Journal of Structural Engineering, 1998, 124(5): 523-530.
[2]
张 勤,朱绩超,贡金鑫. 单自由度体系地震残余变形分析及计算[J]. 土木建筑与环境工程, 2013, 35(3): 32-41. ZHANG Qin, ZHU Jichao, GONG Jinxin. Post-earthquake residualdeformation prediction of SDOF system[J]. Journal of Civil, Architecture & Environmental Engineering, 2013, 35(3): 32-41.(in Chinese)
[3]
Takada S, Okimura T, Lee T Y. Seismic motion and damage characteristics[R]. Tokyo: Preliminary Report on the Great Hanshin Earthquake, Japan Society of Civil Engineers, Tokyo, Japan, 1995, 270-286.
[4]
Interim Guidelines. Evaluation, Repair, Modification and Design of Welded Steel Moment Frame Structures[R]. Rep. No. FEMA-267, Federal Emergency Management Agency, Washington, D.C., 1995.
[5]
孙治国,王东升,李宏男,等. 汶川地震钢筋混凝土框架震害及震后修复建议[J]. 自然灾害学报, 2010, 19(4): 114-123. SUN Zhiguo, WANG Dongsheng, LI Hongnan, et al.Damage investigation of RC frames in Wenchuan earthquake and suggestions for post―earthquake rehabilitation[J]. Journal of Natural Disasters, 2010, 19(4): 114-123.(in Chinese)
[6]
GB50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. GB50011-2010 Code for Seismic Design of Buildings[S].Beijing: China Architecture & Building Press, 2010.(in Chinese)
[7]
郝建兵,吴 刚,吴智深. SDOF体系残余变形响应与地震强度指标相关性分析[J]. 土木工程学报, 2013, 46(6): 1-7. HAO Jinbing, WU Gang, WU Zhishen.Correlation analysis between residual deformation of SDOF system and ground motion intensity indices[J]. China Civil Engineering Journal, 2013, 46(6): 1-7.(in Chinese)
[8]
MacRae G A, Kawashima K. Post-earthquake residual displacements of bilinear oscillators[J]. Earthquake Engineering and Structural Dynamics, 1997, 26: 701-716
[9]
Christopoulos C, Pampanin S. Towards performance-based seismic design of mdof structures with explicit consideration of residual deformations[J]. ISET Journal of Earthquake Technology, 2004, 41(1): 53-73.
[10]
Ruiz-Garcia J, Miranda E. inelastic displacement ratios for evaluation of existing structures[J]. Earthquake Engineering & Structural Dynamics, 2003, 32(9): 1237-1258.
[11]
Erochko J, Christopoulos C, Tremblay R, Choi H. Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05[J]. Journal of Structural Engineering, 2011, 137(5): 589-599.
[12]
李芳宝,朱 ？. 近场具有脉冲地层运动的单自由度双线性结构残余位移比谱[J]. 中国铁道科学, 2007, 28(3): 49-55. LI Fangbao, ZHU Xi.Residual displacement ratio spectrum of single-degree-of-freedom bilinear structure under ground motions with pulse in near-fault zones[J]. China Railway Science, 2007, 28(3): 49-55.(in Chinese)
[13]
欧阳承新,刘 畅. 单自由度体系的地震残余变形研究[J]. 世界地震工程, 2010, 26(1): 143-146. OUYANG Chengxin, LIU Chang.Residual displacem ent of SDOF system under earthquakes[J]. World Earthquake Engineering, 2010, 26(1): 143-146.(in Chinese)
[14]
GB50017-2003钢结构设计规范[S]. 北京:中国建筑工业出版社, 2003. GB50017-2003 Code for Design of Steel Structures[S].Beijing: China Architecture & Building Press, 2003.(in Chinese)
[15]
CECS 160: 2004建筑工程抗震性态设计通则[S]. 北京:中国计划出版社, 2004. CECS 160: 2004 General Rule for Performance-based Seismic Design of Buildings[S]. Beijing: China Planning Press, 2004.(in Chinese)
[16]
Ruiz-Garcia J, Miranda E. Evaluation of residual drift demands in regular multi-story frames for performance-based seismic assessment[J]. Earthquake Engineering & Structural Dynamics, 2006, 35(13): 1609-1629.
[17]
Ruiz-Garcia J, Miranda E. Residual displacement ratios for assessment of existing structures[J]. Earthquake Engineering & Structural Dynamics, 2006, 35(3): 315-336.
[18]
MacRae G A, Kimura Y, Roeder C. Effect of column stiffness on braced frame seismic behavior[J]. Journal of Structural Engineering, 2004, 130(3): 381-391.
[19]
McCormick J, Aburano H, Ikenaga M, Nakashima M. Permissible residual deformation levels for building structures considering both safety and human elements[C]// Proc. 14th World Conf. Earthquake Engineering, Seismological Press of China, Beijing, Paper ID 05-06-0071.
