Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces
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[1] Ian G. Buckle,et al. Cyclic Behavior of Shear Links of Various Grades of Plate Steel , 2010 .
[2] Michael D. Engelhardt,et al. Cyclic loading behavior of EBF links constructed of ASTM A992 steel , 2007 .
[3] Michael D. Engelhardt,et al. Experimental investigation of link-to-column connections in eccentrically braced frames , 2009 .
[4] Pier Paolo Rossi,et al. A design procedure for tied braced frames , 2007 .
[5] Pier Paolo Rossi,et al. A design procedure for dual eccentrically braced systems: Numerical investigation , 2013 .
[6] Egor P. Popov,et al. Characteristics of eccentrically braced frames , 1984 .
[7] Frieder Seible,et al. CYCLIC TESTING OF BUILT-UP STEEL SHEAR LINKS FOR THE NEW BAY BRIDGE , 2003 .
[8] Egor P. Popov,et al. On Design of Eccentrically Braced Frames , 1989 .
[9] Amr S. Elnashai,et al. Seismic response of composite frames—II. Calculation of behaviour factors , 1996 .
[10] G. Della Corte,et al. Analytical and numerical study of plastic overstrength of shear links , 2013 .
[11] Ahmad M. Itani,et al. Analytical evaluation of built-up shear links under large deformations , 2003 .
[12] Carlo Poggi,et al. Indagine Statistica sulle proprietà meccaniche degli acciai da costruzione , 1993 .
[13] Melina Bosco,et al. Design method and behavior factor for steel frames with buckling restrained braces , 2013 .
[14] Edoardo M. Marino. A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 , 2014 .
[15] Pier Paolo Rossi,et al. Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames , 2007 .
[16] Edoardo M. Marino,et al. Seismic performance and new design procedure for chevron-braced frames , 2006 .
[17] Ulf Wickström,et al. Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design , 2005 .
[18] Ahmed Y. Elghazouli. Assessment of European seismic design procedures for steel framed structures , 2009 .
[19] Pier Paolo Rossi,et al. A design procedure for dual eccentrically braced systems: Analytical formulation , 2013 .
[20] Sherif El-Tawil,et al. Ductile Web Fracture Initiation in Steel Shear Links , 2006 .
[21] Masanobu ShinozukaPrincipal Investigator. Earthquake Engineering Research Center , 2014 .
[22] R Tremblay,et al. Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames , 2003 .
[23] James M. Ricles,et al. Composite Action in Eccentrically Braced Frames , 1989 .
[24] Pier Paolo Rossi,et al. Seismic behaviour of eccentrically braced frames , 2009 .
[25] Pier Paolo Rossi,et al. An accurate strength amplification factor for the design of SDOF systems with P–Δ effects , 2014 .
[26] Federico M. Mazzolani,et al. Behaviour of Steel Structures in Seismic Areas , 2014 .
[27] Federico M. Mazzolani,et al. Experimental analysis of steel dissipative bracing systems for seismic upgrading , 2009 .
[28] Egor P. Popov,et al. Cyclic Web Buckling Control for Shear Link Beams , 1986 .
[29] Egor P. Popov,et al. General Behavior of WF Steel Shear Link Beams , 1986 .
[30] Egor P. Popov,et al. Design considerations for shear links in eccentrically braced frames , 1983 .
[31] Federico M. Mazzolani,et al. EUROCODE 8 PROVISIONS FOR STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES: COMMENTS, CRITIQUES, IMPROVEMENT PROPOSALS AND RESEARCH NEEDS , 2009 .
[32] Michael D. Engelhardt,et al. Experimental Study of Local Buckling, Overstrength, and Fracture of Links in Eccentrically Braced Frames , 2005 .
[33] Monica Bosco,et al. Seismic response of dual eccentrically braced systems designed by Eurocode 8 , 2012 .
[34] Egor P. Popov,et al. Shear Links in Eccentrically Braced Frames , 1984 .
[35] Keiichiro Suita,et al. Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames , 2006 .
[36] Chia-Ming Uang,et al. Effect of Flange Width-Thickness Ratio on Eccentrically Braced Frames Link Cyclic Rotation Capacity , 2005 .