Performance of Medium-Rise Buildings with Reinforced Concrete Shear Walls Designed for High Seismic Hazard

Article

Abstract: This work has evaluated the collapse fragility of a typical Chilean building for residential use, st

Palabras claves:

collapse limit state, Fragility curves, Incremental dynamic analysis, non-linear analysis, RC shear wall structure

Autores:

Alarcón C., Juan Carlos Vielma Pérez, Lopez A.F.

Fuentes:

scopus