Sustainable retrofit design of RC frames evaluated for different seismic demand

[1]  Amador Teran Gilmore Options for sustainable earthquake-resistant design of concrete and steel buildings , 2012 .

[2]  J. Barros,et al.  CFRP-Based Strengthening Technique to Increase the Flexural and Energy Dissipation Capacities of RC Columns , 2009 .

[3]  Katsu Goda,et al.  Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion , 2006 .

[4]  Joaquim A. O. Barros,et al.  Embedded Through-Section shear strengthening technique using steel and CFRP bars in RC beams of different percentage of existing stirrups , 2015 .

[5]  Stephanos E. Dritsos,et al.  A Simplified Procedure to Select a Suitable Retrofit Strategy for Existing RC Buildings Using Pushover Analysis , 2008 .

[6]  J. Barros,et al.  Shear strengthening of reinforced concrete beams strengthened using embedded through section steel bars , 2014 .

[7]  J. Barros,et al.  Assessment of the Effectiveness of the Embedded Through‐Section Technique for the Shear Strengthening of Reinforced Concrete Beams , 2013 .

[8]  G. Monti,et al.  Square and rectangular concrete columns confined by CFRP: Experimental and numerical investigation , 2008 .

[9]  M. Fardis,et al.  Deformations of Reinforced Concrete Members at Yielding and Ultimate , 2001 .

[10]  J. Teng,et al.  Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns , 2003 .

[11]  Katsu Goda,et al.  Optimal seismic design for limited planning time horizon with detailed seismic hazard information , 2006 .

[12]  Michael N. Fardis,et al.  Deformations at flexural yielding of members with continuous or lap-spliced bars , 2010 .

[13]  Michael N. Fardis,et al.  Upgrading of Resistance and Cyclic Deformation Capacity of Deficient Concrete Columns , 2009 .

[14]  Michael N. Fardis,et al.  Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars , 2010 .

[15]  M. R. Spoelstra,et al.  FRP-Confined Concrete Model , 2001 .

[16]  Peter Fajfar,et al.  A Nonlinear Analysis Method for Performance-Based Seismic Design , 2000 .

[17]  Peter Fajfar,et al.  Seismic response of a RC frame building designed according to old and modern practices , 2009 .

[18]  Luciano Feo,et al.  Concrete cover rip-off of R/C beams strengthened with FRP composites , 2007 .

[19]  Fabio Mazza Comparative study of the seismic response of RC framed buildings retrofitted using modern techniques , 2015 .

[20]  F. Colangelo,et al.  Drift-sensitive non-structural damage to masonry-infilled reinforced concrete frames designed to Eurocode 8 , 2013, Bulletin of Earthquake Engineering.

[21]  Nicola Caterino,et al.  Multi-Criteria Decision Making for Seismic Retrofitting of RC Structures , 2008 .

[22]  Anil K. Chopra,et al.  A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .

[23]  Michael N. Fardis,et al.  Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading , 2013 .

[24]  Alessandra Aprile,et al.  Coupled flexural-shear design of R/C beams strengthened with FRP , 2004 .

[25]  Luca Pelà,et al.  Experimental study of retrofit solutions for damaged concrete bridge slabs , 2012 .

[26]  Michael N. Fardis,et al.  RC buildings retrofitted by converting frame bays into RC walls , 2013, Bulletin of Earthquake Engineering.

[27]  Suchart Limkatanyu,et al.  ROLE OF BOND IN RC BEAMS STRENGTHENED WITH STEEL AND FRP PLATES , 2001 .