董海河, 李振宝, 马 华. 框支剪力墙耗能结构抗震性能研究[J]. 世界地震工程, 2008, 24(3): 101-106. DONG Haihe,LI Zhenbao,MA Hua. Seismic performance study on energy dissipation structure of shear wall supported on a frame-shear wall structure[J]. World Earthquake Engineering,2008, 24(3): 101-106.(in Chinese)
[2]
徐培福, 王翠坤, 肖从真. 剪力墙竖向不连续结构的震害与抗震设计概念[J]. 建筑结构学报, 2004, 25(5): 1-9. XU Peifu,WANG Cuikun,XIAO Congzhen. Earthquake damages and design concepts of structures with vertical discontinuous shear walls[J]. Journal of Building Structures, 2004, 25(5): 1-9.(in Chinese)
[3]
Moehle J P. Seismic response of vertically irregular structures [J]. Journal of Structural Engineering, 1984, 110(9): 2002-2014.
[4]
Valmundsson E V, Nau J M. Seismic response of building frames with vertical structural irregularities[J]. Journal of Structural Engineering, 1997, 123(1): 30-40.
[5]
Costa A G. Quantification of vertical irregularities on seismic response of buildings. In: Proceedings of the Eighth Japan Earthquake Engineering Symposium.Tokyo, Japan, 1990: 2025-2029.
[6]
Chintanapakdee C, Chopra A K. Seismic response of vertically irregular frame response history and modal pushover analyses[J]. Journal of Structural Engineering, 2004, 130(8): 1177-1185.
[7]
马宏旺. 基于概念设计竖向不规则结构的抗震分析[J].工程抗震, 2000, 22(2): 3-8. MA Hongwang. Seismic analysis of vertical irregular structure based on conceptual design[J]. Earthquake Resistant Engineering, 2000, 22(2): 3-8.(in Chinese)
[8]
廖宇飚, 黄小坤. 高层建筑结构侧向刚度变化及其控制方法研究Ⅰ[J]. 工程抗震与加固改造, 2005, 27(5): 20-25. LIAO Yubiao,HUANG Xiaokun. Study on changes and control methods of the lateral stiffness in tall building structures Ⅰ[J]. Earthquake Resistant Engineering, 2005, 27(5): 20-25.(in Chinese)
[9]
廖宇飚, 黄小坤. 高层建筑结构侧向刚度变化及其控制方法研究Ⅱ[J]. 工程抗震与加固改造, 2005, 27(6): 17-21. LIAO Yubiao,HUANG Xiaokun. Study on changes and control methods of the lateral stiffness in tall building structures Ⅱ [J]. Earthquake Resistant Engineering, 2005, 27(6): 17-21.(in Chinese)
[10]
李青宁, 王 宁, 蔡卫宁. T形短肢剪力墙弹塑性模型及地震反应分析[J]. 地震工程与工程振动, 2004, 24(2): 69-74. LI Qingning,WANG Ning,CAI Weining. Elastoplastic model and seismic analysis of T-Shaped short-leg shear wall[J].Journal of Earthquake Engineering and Engineering Vibration, 2004, 24(2): 69-74.(in Chinese)
[11]
李 慧, 魏 彪, 杜永峰,等. 框支剪力墙的阻尼器耗能减震方法研究[J]. 四川建筑科学研究, 2010, 36(1): 145-148. LI Hui,WEI Biao,DU Yongfeng,et al.The research of energy dissipation and seismic mitigation method with dampers on frame supported shear-wall structures[J]. Sichuan Building Science, 2010, 36(1): 145-148.(in Chinese)
[12]
周 云, 冷加冰, 侯家健. 某耗能减震框肢剪力墙转换结构分析[J]. 防灾减灾工程学报, 2009, 29(4): 133-138. ZHOU Yun,LENG Jiabing,HOU Jiajian. Analysis of column-shear-wall transfer structure with energy dissipation devices[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(4): 133-138.(in Chinese)