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SEISMIC BEHAVIOUR OF CONCRETE-FILLED STEEL TUBE FRAMES WITH EXTERNAL COMPOSITE WALL PANELS

机译：外部复合墙板混凝土钢管框架的地震行为

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1. Quasi static behavior of specially shaped columns composed of concrete-filled steel tube frame-double steel concrete composite walls [J] . Zhou Ting, Li Chongyang, Chen Zhihua, Journal of Constructional Steel Research . 2021,第Auga期

机译：拟柱型柱静态行为由混凝土钢管框架双钢混凝土复合墙组成
2. Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures [J] . Lin-Hai Han, Wei Li, You-Fu Yang Journal of Constructional Steel Research . 2009,第5期

机译：钢管混凝土框架对RC剪力墙高层混合结构的抗震性能
3. Modeling on collapse behaviour of high-rise concrete-filled steel composite frames under over-design seismic excitations [J] . Bai Yongtao, Hu Hongsong, Wang Jiantao, Structure and Infrastructure Engineering . 2017,第10a12期

机译：过度设计地震激励下高层混凝土填充钢复合框架塌陷行为的建模
4. Experimental study on seismic behaviour of shear wall with reinforcement of column form,concrete-filled steel tubular frames and diagonal bars [C] . Suhao, Lijie, Zhao Nannan International Conference on Advanced Electronic Materials, Computers and Materials Engineering . 2019

机译：柱形柱形钢管焊墙抗震性能的实验研究，混凝土钢管框架和对角线杆
5. Seismic Performance of Steel Moment Frame Office Buildings with Square Concrete-filled Steel Tube Columns in the Gravity Framing as a Secondary Lateral Force Resisting System [D] . Pakwan, Nipun. 2018

机译：方形框架钢管柱钢矩框架办公楼在重力框架下的抗侧向抗震性能
6. Experimental study on seismic performance of a low-energy consumption composite wall structure of a pre-fabricated lightweight steel frame [O] . Jia Suizi, Cao Wanlin, Liu Zibin 2019

机译：预制轻钢框架低能耗复合墙结构抗震性能的试验研究
7. Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames [O] . Denavit Mark D., Hajjar Jerome F. 2010

机译：圆形钢管混凝土构件和框架的非线性抗震分析
8. Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms: A Guide for Practicing Engineers. NEHRP Seismic Design Technical Brief No. 5 [R] . Sabelli, R., Sabol, T. A., Easterling, W. S. 2011

机译：复合钢板和混凝土隔膜的抗震设计：工程师实践指南。 NEHRp抗震设计技术简报第5号

SEISMIC BEHAVIOUR OF CONCRETE-FILLED STEEL TUBE FRAMES WITH EXTERNAL COMPOSITE WALL PANELS

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