H
Homayoon E. Estekanchi
Researcher at Sharif University of Technology
Publications - 133
Citations - 2287
Homayoon E. Estekanchi is an academic researcher from Sharif University of Technology. The author has contributed to research in topics: Endurance Time Method & Seismic analysis. The author has an hindex of 23, co-authored 125 publications receiving 1885 citations. Previous affiliations of Homayoon E. Estekanchi include University of Tehran.
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Seismic damage and life cycle cost assessment of unanchored brick masonry veneers
TL;DR: In this paper , the authors developed detailed finite element models to simulate various failure modes of the masonry veneer units and joint interface and validated the modeling procedure by comparing the capacity curve and the crack pattern of simulation with those of an experiment conducted on a masonry brick wall.
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Estimating the response of concrete moment frames subjected to individual ground motions using Endurance Time excitation functions fitted to average acceleration response spectra
TL;DR: In this paper, the authors proposed a method to select appropriate and compatible Endurance Time excitation functions (ETEF) for analyzing an intermediate concrete moment frame structure subjected to individual earthquake ground motions.
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Assessment of Collapse Modes in Reinforced Concrete Frames Considering Record-to-Record and Modeling Uncertainties
TL;DR: In this article, two sets of Reinforced Concrete (RC) frames have been designed, in this regard, that share the design assumptions but contain different levels of over-strength.
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Seismic response of infilled steel braced frames by endurance time analysis
TL;DR: In this paper, the nonlinear behavior of infilled steel braced frames is investigated using the Endurance Time (ET) method, which is a novel and straightforward approach for the non-linear analysis of structures under dynamic excitations.
Posted Content
Influence of ground motion duration on the structural response at multiple seismic intensity levels
TL;DR: In this paper, the authors investigate the effects of motion duration on structural seismic demands, seeking potential correlations between motion durations and structural responses at several seismic intensity levels and find that long-duration ground motions can cause up to a 20 percent decrease in the spectral acceleration demand of considered structural systems.