吕西林, 陈云, 毛苑君. 结构抗震设计的新概念――可恢复功能结构[J]. 同济大学学报: 自然科学版, 2011, 39(7): 941-948. LU Xilin, CHEN Yun, MAO Yuanjun. New concept of structural seismic design: earthquake resilient structures[J]. Journal of Tongji University: Natural Science Edition, 2011, 39(7): 941-948.(in Chinese)
[2]
Ricles J, Sause R, Garlock M, et al. Posttensioned seismic-resistant connections for steel frames[J]. Journal of Structural Engineering, 2001, 127(2): 113-121.
[3]
Sause R, Ricles J M, Roke D, et al. Design of self-centering steel concentrically-braced frames[C]// The 4th International Conference on Earthquake Engineering, Taipei Taiwan, 2006.
[4]
Sause R, Ricles J, Lin Y, et al. Self-centering damage-free seismic-resistant steel frame systems[C]// 7CUEE & 5ICEE, Tokyo: Tokyo Institute of Technology, 2010: 39-48.
[5]
Eatherton M, Hajjar J, Deierlein G, et al. controlled rocking of steel-framed buildings with replaceable energy-dissipating fuses[C]// The 14th World Conference on Earthquake Engineering, Beijing, 2008: 12-17.
[6]
Eatherton M, Hajjar J, Ma X, et al. Seismic design and behavior of steel frames with controlled rocking―part I: concepts and ouasi-static subassembly testing[C]// Structures Congress 2010 ASCE, 2010: 1523-1533.
[7]
Ma X, Eatherton M, Hajjar J, et al. Seismic design and behavior of steel frames with controlled rocking―part II: large scale shake table testing and system collapse analysis[C]// Structures Congress 2010 ASCE, 2010: 1534-1543.
[8]
Tang M-C, Manzanarez R. San francisco-oakland bay bridge design concepts and alternatives[C]// Pro-ceedings of 2004 ASCE Structures Congress. Nash-ville TN: ASCE, 2004: 1-7.
[9]
Uang C-M, Seible F, McDaniel C, et al. Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco？Oakland Bay Bridge[J]. Earthquake Engineering & Structural Dynamics, 2005, 34(4-5), 393-408.
[10]
Fortney P, Shahrooz B, Rassati G A. The Next Generation of Coupling Beams[C]// Composite Construction in Steel and Concrete V, Mpumalanga: ASCE, 2006: 619-630.
[11]
Fortney P, Shahrooz B, Rassati G. Large-scale testing of a replaceable “Fuse” steel coupling beam[J]. Journal of Structural Engineering, 2007, 133(12): 1801-1807.
[12]
吕西林, 陈云, 蒋欢军. 新型可更换连梁研究进展[J]. 地震工程与工程振动, 2013, 33(1): 8-15. LU Xilin, CHEN Yun, JIANG Huanjun. Research progress in new replaceable coupling beams[J]. Earthquake Engineering and Engineering Dynamics, 2013, 33(1): 8-15.(in Chinese)
[13]
McDaniel C, Seible F. Influence of inelastic tower links on cable-supported bridge response[J]. Journal of Bridge Engineering, 2005, 10(3): 272-280.
[14]
GB228.1-2010-T. 金属材料拉伸试验 第1部分: 室温试验方法[S], 北京: 中国计划出版社, 2010. GB228.1-2010-T Metallic Materials―Tensile Testing Part1: Method of Test at Room Temperature[S]. Beijing: Standards Press of China, 2010.(in Chinese)
[15]
JGJ101-1996建筑抗震试验方法规程[S]. 北京: 中国建筑工业出版社, 1997. JGJ101―1996 Specification of Testing Methods for Earthquake Resistant Building[S]. Beijing: China Architecture & Building Press, 1997.(in Chinese)
[16]
Park R. Ductility evaluation from laboratory and analytical testing[C]// Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, 1988: 605-616.
[17]
GB50011-2010建筑抗震设计规范[S], 北京: 中国建筑工业出版社, 2010. GB 50011-2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture & Building Press, 2010.(in Chinese)
[18]
傅恒菁. 建筑结构试验[M], 北京: 冶金工业出版社, 1992. FU Hengjing. Architectural structure experimentation[M]. Beijing: Metallurgical Industry Press, 1992.(in Chinese)
