Correlation between seismic intensity measures and engineering demand parameters of reinforced concrete frame buildings through nonlinear time history analysis-Reference-Cited by-同舟云学术

Correlation between seismic intensity measures and engineering demand parameters of reinforced concrete frame buildings through nonlinear time history analysis

Published:2023-11 Issue: Volume:57 Page:105276
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Pinzón Luis A.,Hidalgo-Leiva Diego A.,Alva Rodrigo E.^ORCID,Mánica Miguel A.^ORCID,Pujades Luis G.^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference42 articles.

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3. Correlation between seismic acceleration parameters and overall structural damage indices of buildings;Elenas;Soil Dyn Earthq Eng,2000

4. Effect of peak ground velocity on deformation demands for SDOF systems;Akkar;Earthq Eng Struct Dyn,2005

5. Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames;Van;Soil Dyn Earthq Eng,2014

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