Optimal design of seismic retrofitting of RC frames with eccentric steel bracing

[1]  Vincenzo Piluso,et al.  Plastic design of eccentrically braced frames, II: Failure mode control , 2009 .

[2]  Lorenza Petrini,et al.  A Critical Review of the R.C. Frame Existing Building Assessment Procedure According to Eurocode 8 and Italian Seismic Code , 2008 .

[3]  Michel Bruneau,et al.  Seismic Design of Multi-story Buildings with Metallic Structural Fuses , 2006 .

[4]  Enrique Alarcón,et al.  Experimental and Analytical Study of Masonry Infill Reinforced Concrete Frames Retrofitted with Steel Braces , 2004 .

[5]  Mahendra P. Singh,et al.  Design of yielding metallic and friction dampers for optimal seismic performance , 2003 .

[6]  Ahmed Ghobarah,et al.  Rehabilitation of a reinforced concrete frame using eccentric steel bracing , 2001 .

[7]  I. Vanzi,et al.  A Simplified Procedure to Assess the Seismic Response of Nonlinear Structures , 2000 .

[8]  Hiroshi Fukuyama,et al.  Japanese seismic rehabilitation of concrete buildings after the Hyogoken-Nanbu Earthquake , 2000 .

[9]  Peter Fajfar,et al.  Capacity spectrum method based on inelastic demand spectra , 1999 .

[10]  Richard N. White,et al.  Behavior of Gravity Load Design Reinforced Concrete Buildings Subjected to Earthquakes , 1997 .

[11]  John B. Mander,et al.  Seismic Resistance of Reinforced Concrete Frame Structures Designed for Gravity Loads: Performance of Structural System , 1995 .

[12]  John B. Mander,et al.  Gravity-load-designed reinforced concrete buildings - Part I: Seismic evaluation of existing construction , 1995 .

[13]  John B. Mander,et al.  Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Experimental Performance of Subassemblages , 1994 .

[14]  Keh-Chyuan Tsai,et al.  Seismic eccentrically braced frames , 1993 .

[15]  Egor P. Popov,et al.  Experimental Performance of Long Links in Eccentrically Braced Frames , 1992 .

[16]  Egor P. Popov,et al.  On Design of Eccentrically Braced Frames , 1989 .

[17]  Egor P. Popov,et al.  Cyclic Web Buckling Control for Shear Link Beams , 1986 .

[18]  Egor P. Popov,et al.  General Behavior of WF Steel Shear Link Beams , 1986 .

[19]  Egor P. Popov,et al.  Shear Links in Eccentrically Braced Frames , 1984 .

[20]  Egor P. Popov,et al.  Characteristics of eccentrically braced frames , 1984 .

[21]  Egor P. Popov,et al.  CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS , 1983 .

[22]  Egor P. Popov,et al.  Closure of "Eccentrically Braced Steel Frames for Earthquakes" , 1979 .

[23]  M. Fardis,et al.  Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .

[24]  Vincenzo Piluso,et al.  Progettazione a Collasso Controllato di Controventi Eccentrici Sismo-Resistenti , 2002 .

[25]  M. Bruneau,et al.  SEISMIC RESPONSE OF SINGLE DEGREE OF FREEDOM STRUCTURAL FUSE SYSTEMS , 2002 .

[26]  Ryan Tibshirani Primal-Dual Interior-Point Methods , 1997 .

[27]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[28]  James O Jirsa,et al.  Steel Bracing of RC Frames for Seismic Retrofitting , 1990 .

[29]  Riccardo Nelva,et al.  Avvento ed evoluzione del calcestruzzo armato in Italia: il Sistema Hennebique , 1990 .

[30]  Egor P. Popov,et al.  Seismic eccentrically braced frames , 1988 .

[31]  Margery W. Ratner,et al.  Nonlinear optimization using the generalized reduced gradient method , 1974 .