GB50011-2001建筑抗震设计规范[S]. GB50011-2001 Code for Seismic Design of Buildings[S].(in Chinese)
[2]
GB50011-2010建筑抗震设计规范[S]. GB50011-2010 Code for Seismic Design of Buildings[S].(in Chinese)
[3]
王亚勇, 白雪霜. 台湾921地震中钢筋混凝土结构震害特征[J].工程抗震,2001,1:3-7. WANG Yayong, BAI Xueshuang. Damage features of R.C.structures in the September 21, 1999 Taiwan Earthquake[J]. Earthquake Resistant Engineering,2001,1:3-7.(in Chinese)
[4]
王亚勇. 汶川地震建筑震害启示―抗震概念设计[J].建筑结构学报,2008,29(4): 20-25. WANG Yayong. Lessons learnt from building damages in the Wenchuan earthquake ――seismic concept design of buildings[J].Journal of Building Structures,2008,29(4):20-25.(in Chinese)
[5]
Sun Jingjiang, Wang Tao,Qi Hu. Structural health monitoring of long-span suspension bridges using wavelet packet analysis[J]. Earthquake Engineering and Engineering Vibration, 2007, 6(3):281-288.
蒋永生,陈忠范,周绪平,等. 整浇梁板的框架节点抗震研究[J].建筑结构学报.1994,15(6): 11-16. JIANG Yongsheng, CHEN Zhongfan, ZHOU Xuping, et al. Aseismic rearch on RC frame joint of monolithically casted slab[J]. Journal of Building Structures, 1994,15(6):11-16.(in Chinese)
[8]
Durrani A J,Zerbe H E. Seismic resistance of RC exterior connections with floor slab[J]. Journal of Structural Engineering,1987, 113(8):1850-1864.
[9]
French C W, Boroojerdi A. Contribution of RC floor slabs in resisting lateral loads[J].Journal of Structural Engineering,1989,115(1): 1-18.
[10]
丁圣果,郑 涛,肖常健,等. 现浇框架结构梁、板、柱协同工作体系的有限元方法及其内力特征[J].贵州工业大学学报,2003, 32(6):82-87. DING Shengguo, ZHENG Tao, XIAO Changjian, et al. Finite element method and internal forces of cast-in-place girder-slab-column system[J]. Journal of Guizhou University of Technology, 2003, 32(6):82-87.(in Chinese)