Higher Mode Effects in Pushover Analysis of Irregular Masonry Buildings-Reference-Cited by-同舟云学术

Higher Mode Effects in Pushover Analysis of Irregular Masonry Buildings

Published:2019-03-12 Issue:8 Volume:25 Page:1459-1493
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Azizi-Bondarabadi Hamed¹²,Mendes Nuno¹^ORCID,Lourenço Paulo B.¹

Affiliation:

1. ISISE, Department of Civil Engineering, University of Minho, Guimarães, Portugal

2. Department of Civil Engineering, Faculty of Engineering, Yazd University, Yazd, Iran

Funder

Ministry of Science, Research and Technology of Iran

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2019.1579770

Reference60 articles.

1. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE

2. Avila Velez, L. [2014] “Seismic behavior of concrete block masonry buildings,” Ph.D. thesis, Department of Civil Engineering, School of Engineeirng, University of Minho, Guimaraes, Portugal.

3. Azizi-Bondarabadi, H. [2018] “Analytical and empirical seismic fragility analysis of irregular URM buildings with box behavior,” Ph.D. thesis, Department of Civil Engineering, University of Minho, Guimaraes, Portugal.

4. Assessing the seismic response of existing RC buildings using the extended N2 method

5. Comparison of Nonlinear Static Methods for the Seismic Assessment of Plan Irregular Frame Buildings with Non Seismic Details

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