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- W2468033975 abstract "In this paper we evaluate the seismic response of an existing building of reinforced concrete are two levels, using methods of nonlinear analysis, the initial model building called original, resized by grabbing two buildings designed under two di erent methodologies, projected with Venezuelan norms and high seismic hazard. In principle, elastic analysis was applied to the original building to verify the interstory drift, and a seismic-resistant design requirements are projected for the second building on the condition strong column-weak beam, while the third building was designed with a focus on seismic design displacement, then nonlinear analyzes were performed in static and dynamic three-dimensional flat, determining capacity curves, reserve strength, ductility structural point of structural performance, global and interstory drifts for each building , and singular form torsional e ects for the building resizing. In the original building unfavorable seismic behavior, while the resized buildings presented good seismic performance before States limits considered." @default.
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- W2468033975 date "2012-01-01" @default.
- W2468033975 modified "2023-09-27" @default.
- W2468033975 title "Seismic performance evaluation and optimal design of reinforced concrete existing building of low height" @default.
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