[1] 吕西林.复杂高层建筑结构抗震理论与应用[M].北京: 科学出版社,2007: 1-8.
[2] 容柏生.国内高层建筑结构设计的若干新进展[J].建筑结构,2007, 37(9): 1-5.
RONG Baisheng. Progress on highrise building’s structural design in China [J]. Building Structural, 2007, 37(9): 1-5.
[3] LEW M, NAEIM F, CARPENTER L D, et al. The significance of the 27 Febuary 2010 offshore Maule, Chile earthquake [J]. The Structural Design of Tall and Special Buildings, 2010, 19(8): 826-837.
[4] KRAWINKLER H. Importance of good nonlinear analysis [J]. The Structural Design of Tall and Special Buildings, 2006, 15(5): 515-531.
[5] JGJ 32002,高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
[6] 吕西林.超限高层建筑工程抗震设计指南[M].2版.上海:同济大学出版社,2009: 45-48.
[7] 秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法 [J].浙江大学学报: 工学版, 2005, 39(7): 1003-1008.
QIN Conglv, ZHANG Aihui. Nonlinear time history analysis based on section fiber model [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(7): 1003-1008.
[8] 林旭川,陆新征,缪志伟,等.基于分层壳单元的RC核心筒结构有限元分析和工程应用[J].土木工程学报,2009, 42(3): 49-54.
LIN Xuchuan, LU Xinzheng, MIAO Zhiwei, et al. Finite element analysis and engineering application of RC coretube structures based on the multilayer shell elements [J]. China Civil Engineering Journal, 2009, 42(3): 49-54.
[9] 陈伯望,沈蒲生.非刚性楼板对高层建筑结构内力和位移的影响分析[J].四川建筑科学研究,2004, 30(4): 23-24.
CHEN Bowang, SHEN Pusheng. Analysis of internal force and deformation of tall building with nonrigid floor [J]. Sichuan Building Science, 2004, 30(4): 23-24.
[10] 汪大绥,李志山,李承铭,等.复杂结构弹塑性时程分析在ABAQUS软件中的实现 [J].建筑结构,2007,37(5): 92-95.
WANG Dasui, LI Zhishan, LI Chengming, et al. Nonlinear elastoplastic time history analysis for complex structures in ABAQUS [J]. Building Structural, 2007, 37(5): 92-95.
[11] GB 500102002, 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[12] 齐虎,李云贵,吕西林.混凝土弹塑性本构实用模型研究[J].建筑科学,2011,27(1): 33-38.
QI Hu, LI Yungui, LV Xilin. Study on concrete elastoplastic practical constitutive model [J]. Building Science, 2011, 27(1): 33-38.
[13] DGJ 0892003,上海市工程建设规范建筑抗震设计规程[S].上海:上海市建设和管理委员会, 2003. |