Evaluation of the Response of Partially Restrained Bolted Beam-to-Column Connection Subjected to Cyclic Pseudo-Static Loads
暂无分享,去创建一个
[1] Atorod Azizinamini,et al. Cyclic characteristics of bolted semi-rigid steel beam to column connections , 1985 .
[2] N. Kishi,et al. Moment‐Rotation Relations of Semirigid Connections with Angles , 1990 .
[3] Jeffrey M. Smallidge. Behavior of bolted beam-to-column T-stub connections under cyclic loading , 1999 .
[4] Corey S. Schrauben. Behavior of full-scale bolted beam-to-column T-stub and clip angle connections under cyclic loading , 1999 .
[5] James A. Swanson,et al. BOLTED STEEL CONNECTIONS: TESTS ON T-STUB COMPONENTS , 2000 .
[6] Roberto T. Leon,et al. Stiffness Modeling of Bolted T-Stub Connection Components , 2001 .
[7] D. A. Nethercot,et al. Designer's guide to EN 1993-1-1 : Eurocode 3: Design of Steel Structures : General Rules and Rules for Buildings /L. Gardner and D. A. Nethercot , 2005 .
[8] Timothy J. Sullivan,et al. Equivalent viscous damping for steel concentrically braced frame structures , 2011 .
[9] Gian A. Rassati,et al. Numerical simulation of gusset plate connections with rectangular hollow section shape brace under quasi-static cyclic loading , 2012 .