Citation: | Yang Hang, Chen Lin, Zhou Yun. ANALYSIS OF PERFORMANCE OF MEGA HYBRID FRAME-COREWALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 63-67,98. doi: 10.13204/j.gyjz201103012 |
郑永乾,韩林海,经建生.火灾下型钢混凝土梁力学性能的研究[J].工程力学,2008,25(9):118-125.
|
[2] 郝贵强,杜永山,齐建伟.钢筋混凝土超短柱与型钢混凝土超短柱滞回性能试验研究[J].工业建筑,2008,38(10):33-37.
|
[3] Roeder C W.Composite Behavior Between Steel and ConcreteSystems for Lateral Loads[C]∥Proceedings of the FourthInternational Conference on Composite Construction in Steel andConcrete.ASCE,2000:494-505.
|
[4] 辛建雨.巨型框架结构体系的动力特性及地震响应分析[J].工业建筑,2008,38(增刊):443-446.
|
[5] 陈麟,张耀春.巨型结构体系及发展趋势[J].哈尔滨工业大学学报,2003,23(11):1307-1310.
|
[6] 广州容柏生建筑工程设计事务所.珠江新城J2-2地块商务综合楼建筑结构超限设计可行性报告[R].广州:广州容柏生建筑工程设计事务所,2010.
|
[7] 天津海泰新星房地产开发有限公司.天津117大厦结构设计研讨报告[R].广州:天津海泰新星房地产开发有限公司,2009.
|
[8] 陈林之,吕西林.带加强层框架-核心筒结构的静力弹塑性分析[J].结构工程师,2007,23(4):18-23.
|
[9] 聂建国,田淑明,矫金广.框架-核心筒组合结构体系在选型中的刚度规律[J].建筑科学与工程学报,2008,25(1):10-17.
|
[10] JGJ32002高层建筑混凝土结构技术规程[S].
|
[11] 叶列平,方鄂华.钢骨混凝土构件受力性能研究综述[J].土木工程学报,2000,33(5):1-12.
|
[12] Goel S C.United States-Japan Cooperative Earthquake Engineering Research Program on Composite and Hybrid Structures[J].Journal of Structural Engineering,ASCE,2004(2):157-158.
|
[13] Hiroshi N,Kazuhiro U.Finite Element Method Analysis of HybridStructural Frames with Reinforced Concrete Columns and SteelBeams[J].Journal of Structural Engineering,ASCE,2004(2):328-335.
|
[14] Deierlein G G,Hiroshi N.Over-View of U S-Japan Research onthe Seismic Design of Composite Reinforced Concrete and SteelMoment Frame Structures[J].Journal of Structural Engineering,ASCE,2004(2):361-367.
|
[15] 白国良,楚留声,李晓文.高层框架-核心筒结构抗震防线问题研究[J].西安建筑科技大学学报:自然科学版,2007,39(4):445-450.
|