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[1]戎 贤,等.方钢管混凝土柱-H 型梁新型节点倒塌性能试验研究[J].天津大学学报(自然科学与工程技术版),2020,53(07):704-712.[doi:10.11784/tdxbz201905108]
 Rong Xian,Zhang Xiangxing,et al.Experimental Study on Collapse Behavior of a Square Concrete-Filled Steel Tubular Column-H-Beam Joint[J].Journal of Tianjin University(Science and Technology),2020,53(07):704-712.[doi:10.11784/tdxbz201905108]

方钢管混凝土柱-H 型梁新型节点倒塌性能试验研究


1 Dusenberry D OJuneja G. Review of existing guidelines and provisions related to progressive collapse[Z]. http://xueshu.baidu.com2002.

2 Li HCai XZhang Let al. Progressive collapse of steel moment-resisting frame subjected to loss of interior columnExperimental tests[J]. Engineering Structures2017150203-220.

3 Fu F. Progressive collapse analysis of high-rise building with 3-D finite element modelingmethod[J]. Journal of Constructional Steel Research200965(6)1269-1278.

4 Galal KEl-Sawy T. Effect of retrofit strategies on mitigating progressive collapse of steel frame structures[J]. Steel Construction201066(4)520-531.

5 Li YLu XGuan Het al. An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures[J]. Engineering Structures201133(10)2931-2942.

6 阳,刘卫宗. 爆炸荷载下高层钢筋混凝土结构连续倒塌机制与模式研究[J]. 天津大学学报:自然科学与工程技术版,201548(10)881-887.

Ding YangLiu Weizong. Study on the mechanism and mode of continuous collapse of high-rise reinforced concrete structures under blast load[J]. Journal of Tianjin UniversityScience and Technology201548(10)881-887(in Chinese).

7 Yang BTan K H. Robustness of bolted-angle connections against progressive collapseExperimental tests of beam-column joints and development of component-based models[J]. Journal of Structural EngineeringASCE2013139(9)1498-1514.

8 Yang Bo. Experimental tests of different typesof bolted steel beam-column joints under a central-column-removal scenario[J]. Engineering Structures201354112-130.

9 Yang BTan K H . Numerical analyses of steel beam-column joints subjected to catenaryaction[J]. Journal of Constructional Steel Research2012701-11.

10 Li LWang WChen Yet al. Experimental investigation of beam-to-tubular column moment connections under column removal scenario[J]. Journal of Constructional Steel Research201388244-255.

11 伟,李 玲,陈以一. 方钢管柱-H型梁栓焊混合连接节点抗连续性倒塌性能试验研究[J]. 建筑结构学报,201435(4)92-99.

Wang WeiLi LingChen Yiyi. Experimentl study on the continuous collapse resistance of square steel tubular column-H-beam bolt-welded hybrid joints[J]. Journal of Buildin Structures201435(4)92-99(in Chinese).

12 Li LWang WChen Yet al. Effect of beam web bolt arrangement on catenary behaviour of moment connections[J]. Journal of Constructional Steel Re-search201510422-36.

13 宝,钟炜辉,郝际平. 不同跨度比下栓焊刚性连接梁柱子结构抗倒塌性能试验研究[J]. 工程力学,201835(1)79-87.

Meng BaoZhong WeihuiHao Jiping. Experimental study on collapse resistance of rigid connected beam-column substructures with different span ratios[J]. Engineering Mechanics201835(1)79-87(in Chinese).

14 Daneshvar H Driver R G . Performance evaluation of WT connections in progressive collapse[J]. Engineering Structures2018167376-392.

15 Fu QYang BHu Yet al. Dynamic analyses of bolted-angle steel joints against progressive collapse based on component-based model[J]. Journal of Constructional Steel Research2016117161-174.

16 Xu ManGao ShanZhang Sumeiet al. Experimental study on bolted CFST-column joints with different configurations in accommodating column-loss[J]. Journal of Constructional Steel Research2018151122-131.

17 Fu Q NTan K HZhou X Het al. Numerical simulations on three-dimensional composite structural systems against progressive collapse[J]. Journal of Constructional Steel Research2017135125-136.

18 Li G Q Li L L Jiang B et al. Experimental study on progressive collapse resistance of steel frames under a sudden column removal scenario[J]. Journal of Constructional Steel Research20181471-15.

19 Panos PSimos G. Progressive collapse of 3D steel composite buildings under interior gravity column loss[J]. Journal of Constructional Steel Research201815060-75.

20 Lin ShuchaoYang BoKang Shaoboet al. A new method for progressive collapse analysis of steel frames[J]. Journal of Constructional Steel Research201915371-84.

21 General Services Administration. Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects[M]. WashingtonDC2003.

22 UFC4-023-03 Design of Buildings to Resist Progressive Collapse[S]. WashingtonDC2004.

23 . 方钢管混凝土柱-H型钢梁隔板贯通节点抗弯承载力研究[D]. 天津:天津大学,2014.

Chen Jun. Research on Flexural Capacity of Through-Diaphragm Connection between Rectangular Concrete Filled Tube Column and H-shaped Steel Beam[D]. TianjinTianjin University2014(in Chinese).

24 陈志华,杜颜胜,王小盾,等. 矩形钢管混凝土柱钢梁下栓上焊外肋环板节点施工方法:中国,201310050949[P]. 2015-03-04.

Chen ZhihuaDu YanshengWang Xiaodunet al. Construction Method for Joints of Steel Girders with Upper Welded Outer Ribs and Rings on the Lower Bolts of Rectangular Concrete-Filled Steel Tubular ColumnChina201310050949[P]. 2015-03-04(in Chinese).

25 . CFRT隔板贯通节点抗剪承载力试验与计算方法研究[D]. 天津:天津大学,2016.

Wu Liao. Shear Bearing Capacity Tests and Computing Method Study of Diaphragm-Through Connection of CFRT[D]. TianjinTianjin University2016(in Chinese).

26 贤,张健新,李艳艳. 钢筋混凝土异形柱空间框架抗倒塌试验研究[J]. 工程力学,201633(10)189-196.

Rong XianZhang JianxinLi Yanyan. Experimental study on collapse resistance of reinforced concrete special-shaped column space frame[J]. Engineering Mechanics201633(10)189-196(in Chinese).

27 JGJ 992015高层民用建筑钢结构技术规程[S]. 北京:中国建筑工业出版社,2015.

JGJ 992015 Technical Specification for Steel Structure of High-Rise Civil Buildings[S]. BeijingChina Architecture and Building Press2015(in Chinese).



更新日期/Last Update: 2020-06-07