Validation of nonlinear time history analysis models for single‐storey concentrically braced frames using full‐scale shake table tests

[1]  Subhash C. Goel,et al.  Brace Fractures and Analysis of Phase I Structure , 1989 .

[2]  J. Sullivan,et al.  Displacement-based seismic design of SDOF concentrically braced frames , 2009 .

[3]  Egor P. Popov,et al.  Steel Struts under Severe Cyclic Loadings , 1981 .

[4]  Robert D. Hanson,et al.  Axial Hysteretic Behavior of Steel Members , 1976 .

[5]  Alexander Remennikov,et al.  Modelling the inelastic cyclic behaviour of a bracing member for work-hardening material , 1997 .

[6]  A. Y. Elghazouli,et al.  Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members , 2010 .

[7]  Enrico Spacone,et al.  FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .

[8]  Robert D. Hanson,et al.  Hysteretic Cycles of Axially Loaded Steel Members , 1980 .

[9]  L. Jacobsen Damping in Composite Structures , 1960 .

[10]  Ahmed Y. Elghazouli,et al.  Experimental cyclic response of cold-formed hollow steel bracing members , 2005 .

[11]  Murat Dicleli,et al.  Simulation of inelastic cyclic buckling behavior of steel box sections , 2007 .

[12]  Gregory G. Deierlein,et al.  Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces , 2009 .

[13]  A. Y. Elghazouli,et al.  Shake table testing of tubular steel bracing members , 2005 .

[14]  Brad Shaback,et al.  Behaviour of square hollow structural steel braces with end connections under reversed cyclic axial loading , 2003 .

[15]  Murat Dicleli,et al.  Physical Theory Hysteretic Model for Steel Braces , 2008 .

[16]  Robert D. Hanson,et al.  INELASTIC RESPONSE OF RESTRAINED STEEL TUBES , 1978 .

[17]  Jamie Goggins,et al.  Earthquake resistant hollow and filled steel braces , 2004 .

[18]  Mete A. Sozen,et al.  SUBSTITUTE-STRUCTURE METHOD FOR SEISMIC DESIGN IN R/C , 1976 .

[19]  Vincenzo Piluso,et al.  Failure Mode Control of X-Braced Frames Under Seismic Actions , 2008 .

[20]  Vincenzo Piluso,et al.  PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS , 2010 .

[21]  Sherif El-Tawil,et al.  Inelastic Cyclic Model for Steel Braces , 2003 .

[22]  Robert Tremblay,et al.  Inelastic seismic response of steel bracing members , 2002 .

[23]  Gian Michele Calvi,et al.  Review of Design Parameters of Concentrically Braced Frames with RHS Shape Braces , 2009 .

[24]  Michel Bruneau,et al.  Energy Dissipation of Compression Members in Concentrically Braced Frames: Review of Experimental Data , 2005, Journal of Structural Engineering.

[25]  A. Y. Elghazouli,et al.  Behaviour of tubular steel members under cyclic axial loading , 2006 .

[26]  Vincenzo Piluso,et al.  Seismic reliability of traditional and innovative concentrically braced frames , 2011 .

[27]  Phill-Seung Lee,et al.  Inelastic buckling behavior of steel members under reversed cyclic loading , 2010 .

[28]  Suhaib Salawdeh,et al.  Seismic Design of Concentrically Braced Steel Frames , 2012 .

[29]  Kiyohiro Ikeda,et al.  Cyclic Response of Steel Braces , 1986 .

[30]  Suhaib Salawdeh,et al.  Numerical simulation for steel brace members incorporating a fatigue model , 2013 .

[31]  Robert D. Hanson,et al.  Inelastic Cycles of Axially Loaded Steel Members , 1976 .

[32]  Ahmed Y. Elghazouli,et al.  Assessment of European seismic design procedures for steel framed structures , 2010 .