PDF下载 分享
[1]曹 琛,郑山锁,胡卫兵,等.考虑锈蚀损伤的钢框架节点恢复力模型研究[J].天津大学学报(自然科学与工程技术版),2020,53(07):695-703.[doi:10.11784/tdxbz201906010]
 Cao Chen,Zheng Shansuo,et al.Restoring Force Model for Steel Frame Joints Considering Corrosion Damage[J].Journal of Tianjin University(Science and Technology),2020,53(07):695-703.[doi:10.11784/tdxbz201906010]
点击复制

考虑锈蚀损伤的钢框架节点恢复力模型研究

参考文献/References:

1 Sultana SWang YSobey A Jet al. Influence of corrosion on the ultimate compressive strength of steel plates and stiffened panels[J]. Thin-Walled Structures20159695-104.

2 郑山锁,王晓飞,韩言召,等. 酸性大气环境下多龄期钢框架柱抗震性能试验研究[J]. 土木工程学报,201548(8)47-59.

Zheng ShansuoWang XiaofeiHan Yanzhaoet al. Experimental study on seismic behavior of multiaged steel frame columns in acidic atmospheric environment [J]. China Civil Engineering Journal201548(8)47-59(in Chinese).

3 郑山锁,左 英,张晓辉,等. 酸性大气环境下多龄期平面钢框架结构抗震性能试验研究[J]. 工程力学,201734(9)73-82.

Zheng ShansuoZuo YingZhang Xiaohuiet al. Experimental research on the seismic behavior of mul-ti-aged planar steel frames under acidic atmospheric environment[J]. Engineering Mechanics201734(9)73-82(in Chinese).

4 郑山锁,王晓飞,孙龙飞,等. 酸性大气环境下多龄期钢框架节点抗震性能试验研究[J]. 建筑结构学报,201536(10)20-28.

Zheng ShansuoWang XiaofeiSun Longfeiet al. Experimental research on seismic behavior of multi-aged steel frame joint under acidic atmospheric envi-ronment[J]. Journal of Building Structures201536(10)20-28(in Chinese).

5 Bernuzzi CZandonini RZanon P. Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading[J]. Journal of Constructional Steel Research199638(2)95-123.

6 Moncarz DGestle H. Steel frames with nonlinear connections[J]. Journal of Structural DivisionA SCE

1981107(8)1427-1441.

7 刚,石永久,王元清. 钢框架半刚性端板连接弯矩-转角滞回模型[J]. 吉林大学学报:工学版,200535(6)654-659.

Shi GangShi YongjiuWang Yuanqing. Moment-rotation hysteretic model of semi-rigid end-plate con-nections in steel frames[J]. Journal of Jilin UniversityEngineering and Technology Edition200535(6)654-659(in Chinese).

8 刚,石永久,王元清. 钢结构梁柱连接节点域剪切变形计算方法[J]. 吉林大学学报:工学版,200636(4)462-466.

Shi GangShi YongjiuWang Yuanqing. Calculational method of shear deformation for beam-to-column con-nection panel zone in steel frames[J]. Journal of Jilin UniversityEngineering and Technology Edition200636(4)462-466(in Chinese).

9 GB 50017—2003 钢结构设计规范[S]. 北京:中国计划出版社,2003.

GB500172003 Code for Design of Steel Struc-tures[S]. BeijingChina Planning Press2003(in Chinese).

10 GB 50011—2010 建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.

GB 500112010 Code for Seismic Design of Build-ings[S]. BeijingChina Architecture and Building Press2010(in Chinese).

11 Krawinkler HBerteroV VPopov E P. Shear behav-ior of steel frame joints[J]. Journal of the Structural DivisionASCE1975101(ST11)2317-2336.

12 Faella CPiluso VRizzano G. Structural Steel Semi-rigid Connections[M]. Boca RatonCRC Press2000.

13 Rahnama MKrawinkler H. Effects of Soft Soil and Hysteresis Model on Seismic Demands[D]. StandfordDepartment of CEEStanford University1993.

14 Medina R AKrawinkler H. Hysteretic models that incorporate strength and stiffness deterioration[J]. Earthquake Engineering & Structural Dynamics200534(12)1489-1511.

15 Lignos D GKrawinkler H. Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading[J]. Journal of Structural Engineering2011137(11)1291-1302.


备注/Memo

通信作者:胡卫兵,wbh8008@sohu.com.

更新日期/Last Update: 2020-06-07