Comparison between seismic retrofitting solutions for existing reinforced concrete buildings: a case study

A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings

Article history: Received 31 October 2008 Accepted 28 June 2009 Available online 6 August 2009

Influence of Infill Panels and their Distribution on Seismic Behavior of Existing Reinforced Concrete Buildings

Infills can highly influence the seismic response of a Reinforced Concrete (RC) building: generally speaking, their presence leads to an increase in global stiffness and strength, but their brittle behavior can result in an increase of displacement demand if a certain threshold of seismic intensity is overcome. Moreover, presence of infills often leads to a change in the collapse mechanism comp...

Probabilistic assessment of the seismic damage in reinforced concrete buildings

The main objective of this article is to assess the expected seismic damage in reinforced concrete buildings from a probabilistic point of view by using Monte Carlo simulation. To do that, the seismic behavior of the building is studied by using random capacity obtained by considering the mechanical properties of the materials as random variables. Starting from the capacity curves, one can obta...

Time-dependent Seismic Fragility Curves on Optimal Retrofitting of Neutralized Reinforced Concrete Bridges

Comparison of Seismic Retrofitting Methods for Existing Foundations in Seismological Active Regions

Seismic retrofitting of important structures is essential in seismological active zones. The importance is doubled when it comes to some buildings like schools, hospitals, bridges etc. because they are required to continue their serviceability even after a major earthquake. Generally, seismic retrofitting codes have paid little attention to retrofitting of foundations due to its construction co...