Local Strengthening of Reinforced Concrete Structures as a Strategy for Seismic Risk Mitigation at Regional Scale

Recent earthquakes have clearly shown the high vulnerability of existing reinforced concrete (RC) structures. There is a crucial need to find cost-effective and efficient strategies and methods to strengthen a large number of buildings (i.e., at a regional scale) before future major earthquakes occur. A viable strategy to prevent potential damage caused by earthquakes could be to selectively upgrade local capacity of individual structural components. In the aftermath of the 6 April 2009 L'Aquila earthquake, local retrofit work based on the use of fiber polymer reinforcement (FRP) were executed to increase the seismic capacity of lightly damaged public and private buildings. According to theoretical analyses carried out on six reinforced concrete (RC) school buildings in L'Aquila, a seismic safety level of about 60% of that requested in the design of a new building can be achieved in most cases by FRP-based strengthening of exterior joints.

[1]  Matjaž DOLŠEK,et al.  IN 2-A SIMPLE ALTERNATIVE FOR IDA , 2002 .

[2]  A. Prota,et al.  Influence of strain rate on the seismic response of RC structures , 2012 .

[3]  Matthew B. Blaschko,et al.  Externally bonded FRP reinforcement for RC structures , 2001 .

[4]  M. L. Beconcini Costruzioni in zona sismica : con riferimento alle norme tecniche per le costruzioni DM 14.01.2008 , 2013 .

[5]  B. Taranath Seismic Rehabilitation of Existing Buildings , 2004 .

[6]  C. Baggio,et al.  Manuale per la compilazione della scheda di primo livello di rilevamento danno, pronto intervento e agibilità per edifici ordinari nell’emergenza post-sismica (AeDES) , 2002 .

[7]  Andrea Prota,et al.  Seismic strengthening of an under‐designed RC structure with FRP , 2008 .

[8]  A. Bousselham State of Research on Seismic Retrofit of RC Beam-Column Joints with Externally Bonded FRP , 2010 .

[9]  S. Pampanin,et al.  Assessment and Design Procedure for the Seismic Retrofit of Reinforced Concrete Beam-Column Joints using FRP Composite Materials , 2012 .

[10]  Liu Jie-ping,et al.  Elementary Introduction to Eurocode 8-design of structures for earthquake resistance , 2006 .

[11]  A. Prota,et al.  SELECTIVE UPGRADE OF UNDERDESIGNED REINFORCED BEAM-COLUMN JOINTS USING CARBON FIBER-REINFORCED CONCRETE , 2004 .

[12]  Peter Fajfar,et al.  Consistent inelastic design spectra: Strength and displacement , 1994 .

[13]  Costas P. Antonopoulos,et al.  EXPERIMENTAL INVESTIGATION OF FRP-STRENGTHENED RC BEAM-COLUMN JOINTS , 2003 .

[14]  L. Kahn,et al.  Repair and Strengthening of Reinforced Concrete Beam-Column Joints: State of the Art , 2005 .

[15]  M. Priestley DISPLACEMENT-BASED SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS , 1997 .

[16]  Andrea Prota,et al.  Comparative assessment of seismic rehabilitation techniques on a full scale 3-story RC moment frame structure , 2008 .

[17]  M. Fardis,et al.  Degradation of Shear Strength of Reinforced Concrete Members with Inelastic Cyclic Displacements , 2004 .

[18]  John B. Mander,et al.  Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part I: Experimental Performance of Retrofitted Subassemblages , 1992 .