Abstract: In order to estimate seismic hazards, there is a need for measures that properly characterize the severity of ground motions. Such measures are used along with the fragility of structures to estimate the probability of ...

Abstract: Progressive collapse resistance of an actual six-story reinforced concrete frame structure is evaluated following predefined initial damage. The initial damage was caused by the simultaneous explosion (removal) of two ...

Abstract: Computational simulations for analyzing progressive collapse resistance of structures following initial damage require specific attention to structural modeling of floor systems. In collapse analysis of RC structures, it ...

Abstract: Despite the popularity of posttensioned (PT) floors for parking garages and the likelihood of a column loss, due to blast or vehicle impact, there is a lack of research on the progressive collapse potential of this structural ...

Abstract: Community resilience is dependent on the functionality of building clusters and supporting infrastructure systems because these facilitate social and economic activities in a community. This paper seeks to help communities ...

Abstract: The Atlantic Coast of the United States is subjected to damage from wind and flooding as a result of coastal storms. This paper seeks to model the joint probability of exceedance for wind speed and flood elevation, two ...

Abstract: The Bayesian parameter estimation technique is used to develop probabilistic displacement capacity and demand models for reinforced concrete (RC) structural walls. These models are used to assess the seismic fragility of ...

Abstract: An analytical model for the response of a reinforced concrete panel with friction energy dissipators is implemented for different input displacements. For this purpose, a hysteresis element based on an extension of the ...