袁继雄,王湛.钢梁-钢管混凝土柱穿心节点力学性能研究[J].工业建筑,2005,35(11):17-20.YUAN Ji-xiong,WANG Zhan.The study on the mechanics behavior of continuous web plate joint of steel beam to CFSTcolumn[J].Industrial Construction,2005,35(11):17-20.(in Chinese)
[2]
陈曦.钢管混凝土柱-钢梁节点刚度及其对框架性能的影响研究[D].汕头:汕头大学土木工程系,2005.CHEN Xi.The study on the stiffness of joint of steel beam to CFTcolumn in frame structure and the effect on the behavior offrame structure[D].Shantou:Department of Civil Engineering,Shantou University,2005.(in Chinese)
[3]
WANG Zhan,YUAN Ji-xiong,PAN Jian-rong.The study on semirigid joints of CFSTframe[J].IJASC,2006,2(4):389-399.
[4]
CHA E J,CHOI S M,KIM Y.A moment-rotation curve for CFT square columns and steel beams according to reliabilityanalysis[C]∥HANCOCK G J.Proceedings of the International Conference on Advances in Structures(ASSCCA 03).Leiden:A A Balkema Publishers,2003:943-950.
陈鹃,王湛,袁继雄.加强环式钢管混凝土柱-钢梁节点的刚性研究[J].建筑结构学报,2004,25(4):43-49.CHEN Juan,WANG Zhan,YUANJi-xiong.The study on the stiffness of joint of steel beam to CFTcolumn with stiffening ring[J].Journal of Building Structures,2004,25(4):43-49.(in Chinese)
[8]
CHEN C C,LO S H.Behavior of steel beam to circular CFTcolumn connections[C]∥HANCOCK G J.Proceedings of theInternational Conference on Advances in Structures(ASSCCA 03).Leiden:A A Balkema Publishers,2003:927-933.
[9]
CHOI S M,HONG S D,KIM Y S.Modeling analytical moment-rotation curves of semi-rigid connections for CFT squarecolumns and steel beams[J].Advances in Structural Engineering,2006,9(5):697-706.