Seismic response and failure modes of steel silos with isotropic stepped walls: The effect of vertical component of ground motion and comparison of buckling resistances under seismic actions with those under wind or discharge loads-Reference-Cited by-同舟云学术

Seismic response and failure modes of steel silos with isotropic stepped walls: The effect of vertical component of ground motion and comparison of buckling resistances under seismic actions with those under wind or discharge loads

Published:2021-02 Issue: Volume:120 Page:105100
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Mehretehran Alireza Moazezi,Maleki Shervin

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference58 articles.

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3. Analytical and field evidence of the damaging effect of vertical earthquake ground motion;Papazoglou;Earthq. Eng. Struct. Dyn.,1996

4. Vertical earthquake ground motion records: an overview;Elgamal;J. Earthq. Eng.,2004

5. Buckling behavior of the anchored steel tanks under horizontal and vertical ground motions using static pushover and incremental dynamic analyses;Sobhan;Thin-Walled Struct.,2017

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