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), 2011, 39(7): 941-948. (in Chinese)
[2]
Kurama Y C, Sause R, Pessiki S, et al. Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls[J]. ACI Structural Journal, 1999, 96(4): 622-633.
[3]
Erkmen B, Schultz A E. Self-centering behavior of unbonded, post-tensioned precast concrete shear walls[J]. Journal of Earthquake Engineering, 2009, 13(7): 1047-1064.
[4]
Smith B J. Design, analysis, and experimental evaluation of hybrid precast concrete shear walls for seismic regions[D]. Indiana: University of Notre Dame, 2012.
[5]
党像梁, 吕西林, 周 颖. 底部开水平缝摇摆剪力墙抗震性能分析[J]. 地震工程与工程振动, 2013, 33(5): 182-189. DANG Xiangliang, LU Xilin, ZHOU Ying. Study on seismic performance of a rocking wall with bottom horizontal slits[J]. Journal of Earthquake Engineering and Engineering Vibration, 2013, 33(5): 182-189. (in Chinese)
[6]
JGJ 101-1996建筑抗震试验方法规程[S]. 北京:中国建筑工业出版社, 1997. JGJ 101-1996 Specificating of Testing Methods for Earthquake Resistant Building[S]. Beijing: China Building Industry Press,1997. (in Chinese)
[7]
Perez F J, Sause R, Pessiki S. Analytical and experimental lateral load behavior of unbonded posttensioned precast concrete walls[J]. Journal of Structural Engineering, 2007, 133(11): 1531-1540.
[8]
李忠献. 工程结构试验理论与技术[M]. 天津:天津大学出版社,2004. LI Zhongxian. Theory and technique of engineering structure experiments[M]. Tianjin: Tianjin University Press,2004.(in Chinese)
[9]
Restrepo J I, Rahman A. Seismic performance of self-centering structural walls incorporating energy dissipators[J]. Journal of Structural Engineering, 2007, 133(11): 1560-1570.
