High strength steel in seismic resistant building frames (HSS-SERF)
暂无分享,去创建一个
Jean-Pierre Jaspart | Ulrike Kuhlmann | Luís Simões da Silva | Carlos Rebelo | Van Long Hoang | Raffaele Landolfo | Adrian Ciutina | Dan Dubina | Walter Salvatore | Jean-François Demonceau | A. Braconi | Silvia Caprili | Ludivine Coméliau | Christina Rasche | Cristian Vulcu | Aurel Stratan | Mario D'Aniello | Ludovic Fülöp | Darko Beg | A. Loan | Francesco Portioli | Ulrike Kuhlmann | Daniel Grecea | Andre Tenchini | P. Moze | Primoz Moze | A. Tremeea | Adrian Kleiner | Blaz Cermelj | J. Kesti | M. Ferrini | A. Braconi | S. Caprili | W. Salvatore | U. Kuhlmann | J. Jaspart | J. Demonceau | L. Silva | R. Landolfo | D. Dubina | C. Rebelo | C. Rasche | F. Portioli | L. Fülöp | A. Stratan | M. Ferrini | V. Hoang | J. Kesti | A. Loan | C. Vulcu | P. Može | D. Grecea | A. Ciutină | D. Beg | A. Tenchini | M. Ferrini | M. D’Aniello | J. Kesti | A. Loan | Blaž Čermelj | A. Tremeea | L. Coméliau | A. Kleiner
[1] Amr S. Elnashai,et al. Seismic response of composite frames—II. Calculation of behaviour factors , 1996 .
[2] David M. Miller,et al. Handbook of Mathematical Functions With Formulas, Graphs and Mathematical Tables (National Bureau of Standards Applied Mathematics Series No. 55) , 1965 .
[3] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[4] Hervé Degée,et al. Optimizing the seismic performance of steel and steel-concrete structures by standardizing material quality control (OPUS) , 2008 .
[5] R. Landolfo,et al. Modelling aspects of the seismic response of steel concentric braced frames , 2013 .
[6] F. Filippou,et al. Mixed formulation of nonlinear beam finite element , 1996 .
[7] Vincenzo Piluso,et al. Experimental analysis and modelling of bolted T-stubs under cyclic loads , 2008 .
[8] M. Menegotto. Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .
[9] Jack P. Moehle,et al. Earthquake Simulation Tests , 2015 .
[10] Michael D. Engelhardt,et al. Reinforcing of steel moment connections with cover plates: benefits and limitations , 1998 .
[11] Larry Alan Fahnestock,et al. Flexural behavior of concentrically-braced frame beam-column connections , 2010 .
[12] I. Babuska,et al. Finite Element Analysis , 2021 .
[13] Sanjib Kumar Acharyya,et al. Material characterization of SS 316 in low-cycle fatigue loading , 2010 .
[14] Jean-Pierre Jaspart,et al. Contributions to recent advances in the field of steel joints. Column bases and further configurations for beam-to-column joints and column bases , 1997 .
[15] Tobias Faust,et al. Ductility Of Seismic Resistant Steel Structures , 2016 .
[16] Kiyohiro Ikeda,et al. Cyclic Response of Steel Braces , 1986 .
[17] Federico M. Mazzolani,et al. Theory and Design of Seismic Resistant Steel Frames , 1996 .
[18] Rui Pinho,et al. Numerical Issues in Distributed Inelasticity Modeling of RC Frame Elements for Seismic Analysis , 2010 .
[19] Dawn E. Lehman,et al. A balanced design procedure for special concentrically braced frame connections , 2011 .
[20] Michael D. Engelhardt,et al. Cyclic loading behavior of EBF links constructed of ASTM A992 steel , 2007 .
[21] Richard J. Balling,et al. Design of Buckling-Restrained Braced Frames Using Nonlinear Time History Analysis and Optimization , 2009 .
[22] Cheol-Ho Lee,et al. Seismic Design of Rib-Reinforced Steel Moment Connections based on Equivalent Strut Model , 2002 .
[23] Dan Dubina,et al. Behaviour of welded connections of moment resisting frames beam-to-column joints , 2002 .
[24] Jerome F. Hajjar,et al. NEHRP Seismic Design Technical Brief No. 8 - Seismic Design of Steel Special Concentrically Braced Frame Systems: A Guide for Practicing Engineers | NIST , 2013 .
[25] Vincenzo Piluso,et al. Ultimate behavior of steel beams under non-uniform bending , 2012 .
[26] Vitelmo V. Bertero,et al. Cover-Plate and Flange-Plate Steel Moment-Resisting Connections , 2002 .
[27] Y. Ling,et al. Uniaxial True Stress-Strain after Necking , 2004 .
[28] A. S. Elnashai,et al. Confined concrete model under cyclic load , 1997 .
[29] M. Casafont,et al. Seismic design of light gauge steel framed buildings , 2007 .
[30] Mjn Priestley,et al. VISCOUS DAMPING IN SEISMIC DESIGN AND ANALYSIS , 2005 .
[31] André Plumier,et al. Parametric study of ductile moment‐resisting steel frames: A first step towards Eurocode 8 calibration , 2008 .
[32] Murat Dicleli,et al. Physical Theory Hysteretic Model for Steel Braces , 2008 .
[33] Abolhassan Astaneh-Asl,et al. Seismic Behavior and Design of Gusset Plates , 1998 .
[34] Francisco Virtuoso,et al. Nonlinear Analysis of Space Frames , 2006 .
[35] Hanbin Ge,et al. Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes , 2001 .
[36] Percy Williams Bridgman,et al. Studies in large plastic flow and fracture , 1964 .
[37] Luis Calado,et al. Design of Connections , 2000 .
[38] Vitelmo V. Bertero,et al. Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections , 2002 .
[39] Masayoshi Nakashima,et al. Tests of Welded Beam-Column Subassemblies. I: Global Behavior , 1998 .