The main objective of this paper is to evaluate the cyclic behavior of RC hollow piers, with and without with CFRP retrofit, by comparison of experimental tests results w [...]

The main purposes of this work it to present an experimental campaign of different strengthening strategies of RC columns, and evaluating benefits concerning their struct [...]

Over the last years, there has been increasing interest on experimental testing to support better understanding of structural behaviour under earthquake loading, with emp [...]

The recent advance in seismology and engineering has significantly contributed to the knowledge of seismic hazard in Mexico, especially in the next topics: The geometry o [...]

An experimental cyclic campaign of RC hollow piers has being carried out in the Laboratory for Earthquake and Structural Engineering (LESE) of the Faculty of Engineering [...]

During last decades, have been made many studies about RC columns under uniaxial and biaxial horizontal cyclic loading , however, the knowledge about biaxial behavior is [...]

This work mainly aims at a comparative study between several numerical methods for non-linear cyclic behavior simulation of reinforced concrete members, namely the contin [...]

The main purpose of this paper is to present an experimental and numerical study concerning retrofit techniques on cyclic behavior of RC columns. The Laboratory for Earth [...]

The main purpose of this paper is to present an experimental and numerical study concerning the influence of the transverse reinforcement details on the cyclic behavior o [...]

The objective of this paper is to perform an experimental evaluation of seismic retrofit of reinforced concrete hollow piers with CFRP to prevent shear failure. The exper [...]