Analysis Methods for the Design of Special Concentrically Braced Frames with Three or More Tiers for In-Plane Seismic Demand
暂无分享,去创建一个
[1] Yoshihiro Kimura,et al. Effect of Column Stiffness on Braced Frame Seismic Behavior , 2004 .
[2] Robert Tremblay,et al. Seismic design and response of steel multi-tiered concentrically braced frames in Canada , 2016 .
[3] Robert Tremblay,et al. SEISMIC RESPONSE OF CONCENTRICALLY BRACED STEEL FRAMES MADE WITH RECTANGULAR HOLLOW BRACING MEMBERS , 2003 .
[4] Bungale S. Taranath,et al. Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10 , 2016 .
[5] Larry Alan Fahnestock,et al. Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand , 2016 .
[6] Dawn E. Lehman,et al. Concentric X-braced frames with HSS bracing , 2012 .
[7] E. Gaylord,et al. Design of Steel Structures , 1972 .
[8] Robert Tremblay,et al. Inelastic seismic response of steel bracing members , 2002 .
[9] Larry Alan Fahnestock,et al. Strong-Axis Stability of Wide Flange Steel Columns in the Presence of Weak-Axis Flexure , 2016 .
[10] Rafael Sabelli,et al. Design of Cross-Braced Frames for Predictable Buckling Behavior , 1999 .
[11] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[12] Robert Tremblay,et al. Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions , 2016 .
[13] Robert Tremblay,et al. Seismic design and performance of multi-tiered steel braced frames including the contribution from gravity columns under in-plane seismic demand , 2016, Adv. Eng. Softw..
[14] Michael Pollino,et al. Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores , 2015 .