Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings
暂无分享,去创建一个
[1] Pier Paolo Rossi,et al. Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames , 2007 .
[2] Gregory G. Deierlein,et al. Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces , 2009 .
[3] Robert Tremblay,et al. Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames , 2006 .
[4] R. Landolfo,et al. Modelling aspects of the seismic response of steel concentric braced frames , 2013 .
[5] Aurelio Ghersi,et al. Comparison of nonlinear static methods for the assessment of asymmetric buildings , 2013, Bulletin of Earthquake Engineering.
[6] M. De Stefano,et al. Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures , 2012, Bulletin of Earthquake Engineering.
[7] Vincenzo Piluso,et al. Ultimate behavior of steel beams under non-uniform bending , 2012 .
[8] Chia-Ming Uang,et al. Reducing residual drift of buckling-restrained braced frames as a dual system , 2006 .
[9] E. Marino,et al. Exact evaluation of the location of the optimum torsion axis , 2004 .
[10] Pier Paolo Rossi,et al. Influence of the brace overstrength on the seismic behavior of chevron braced frames , 2009 .
[11] Gary C. Hart,et al. The structural design of tall and special buildings , 2005 .
[12] Pier Paolo Rossi,et al. A design procedure for dual eccentrically braced systems: Analytical formulation , 2013 .
[13] Pier Paolo Rossi,et al. An accurate strength amplification factor for the design of SDOF systems with P–Δ effects , 2014 .
[14] Aurelio Ghersi,et al. On the evaluation of seismic response of structures by nonlinear static methods , 2009 .
[16] Robert Tremblay,et al. Inelastic seismic response of steel bracing members , 2002 .
[17] Federico M. Mazzolani,et al. Experimental analysis of steel dissipative bracing systems for seismic upgrading , 2009 .
[18] Peter Fajfar,et al. The extended N2 method considering higher mode effects in both plan and elevation , 2012, Bulletin of Earthquake Engineering.
[19] Stephen A. Mahin,et al. Model for Cyclic Inelastic Buckling of Steel Braces , 2008 .
[20] Taijiro Nonaka,et al. An elastic-plastic analysis of a bar under repeated axial loading , 1973 .
[21] Pier Paolo Rossi,et al. An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings , 2013, Bulletin of Earthquake Engineering.
[22] Douglas A. Foutch,et al. Seismic Testing of Full‐Scale Steel Building—Part II , 1987 .
[23] Brad Shaback,et al. Behaviour of square hollow structural steel braces with end connections under reversed cyclic axial loading , 2003 .
[24] Murat Dicleli,et al. Physical Theory Hysteretic Model for Steel Braces , 2008 .
[25] Masayoshi Nakashima,et al. Effect of gravity columns on mitigation of drift concentration for braced frames , 2009 .
[26] Giuseppe Brandonisio,et al. Seismic design of concentric braced frames , 2012 .
[27] P. C. Jennings,et al. Simulated earthquake motions , 1968 .
[28] Robert Tremblay,et al. Seismic behavior and design of friction concentrically braced frames for steel buildings , 1993 .
[29] Tao Wang,et al. Collapse simulation of a four‐story steel moment frame by a distributed online hybrid test , 2008 .
[30] Triantafyllos Makarios,et al. Earthquake analysis of isotropic asymmetric multistory buildings , 2006 .
[31] Pier Paolo Rossi,et al. A unitary approach for the design of concentrically braced frames , 2011 .
[32] Pier Paolo Rossi,et al. A design procedure for dual eccentrically braced systems: Numerical investigation , 2013 .
[33] Zila Rinaldi,et al. Static vs. Modal Analysis of Asymmetric Buildings: Effectiveness of Dynamic Eccentricity Formulations , 2002 .
[34] Raffaele Landolfo,et al. A novel formulation of the flexural overstrength factor for steel beams , 2013 .
[35] Pier Paolo Rossi,et al. A design procedure for tied braced frames , 2007 .
[36] Dawn E. Lehman,et al. Influence of gusset plate connections and braces on the seismic performance of X‐braced frames , 2011 .
[37] Melina Bosco,et al. Design method and behavior factor for steel frames with buckling restrained braces , 2013 .
[38] Khalid M. Mosalam,et al. Comparison of European and Japanese seismic design of steel building structures , 2005 .
[39] Edoardo M. Marino. A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 , 2014 .
[40] Gao Jie. Seismic Behaviour of Three New Connections Used for Eccentrically Braced Steel Frames , 2009 .
[41] Aurelio Ghersi,et al. Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions , 2012 .
[42] 日本建築学会. Design standard for steel structures , 1979 .
[43] Douglas A. Foutch,et al. Seismic Behavior of Eccentrically Braced Steel Building , 1989 .
[44] Larry Alan Fahnestock,et al. Evaluation of buckling-restrained braced frame seismic performance considering reserve strength , 2011 .
[45] R Tremblay. Achieving a Stable Inelastic Seismic Stability of Concentrically Braced Steel Frames , 2003 .
[46] Monica Bosco,et al. Seismic response of dual eccentrically braced systems designed by Eurocode 8 , 2012 .
[47] Xie Qiang. Seismic Behavior of Dual System with Buckling-Restrained Braces , 2008 .
[48] Stavros A. Anagnostopoulos,et al. Accidental design eccentricity: Is it important for the inelastic response of buildings to strong earthquakes? , 2010 .
[49] Andrea Dall'Asta,et al. Sensitivity-based study of the influence of brace over-strength distributions on the seismic response of steel frames with BRBs , 2012 .
[50] Pier Paolo Rossi,et al. Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces , 2014 .
[51] Stavros A. Anagnostopoulos,et al. An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion , 2009 .
[52] Yoshihiro Kimura,et al. Effect of Column Stiffness on Braced Frame Seismic Behavior , 2004 .
[53] Pier Paolo Rossi,et al. Seismic behaviour of eccentrically braced frames , 2009 .
[54] Edoardo M. Marino,et al. Seismic performance and new design procedure for chevron-braced frames , 2006 .