Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations-Reference-Cited by-同舟云学术

Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations

Published:2021-09-14 Issue:15 Volume:50 Page:4097-4120
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Deb Trissa¹²,Yuen Terry Y. P.¹²^ORCID,Lee Dongkeun³,Halder Rudhra¹⁴^ORCID,You Young‐Chan⁵

Affiliation:

1. Department of Civil Engineering National Yang Ming Chiao Tung University Hsinchu Taiwan (R.O.C)

2. Department of Civil Engineering National Chiao Tung University Hsinchu Taiwan (R.O.C)

3. Department of Civil and Environmental Engineering Southern University and A&M College, Baton Rouge Louisiana USA

4. Department of Civil Engineering Manipal University Jaipur Rajasthan India

5. Department of Living and Built Environment Research Korea Institute of Civil Engineering and Building Technology Gyeonggi‐Do South Korea

Funder

Korea Agency for Infrastructure Technology Advancement

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3547

Reference50 articles.

1. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses

2. GunayS MosalamK ArchboldJ et al.Preliminary Virtual Reconnaissance Report (PVRR) in StEER ‐ Aegean Sea Earthquake (30 October 2020).2020.10.17603/ds2‐kmxd‐gj50.

3. Reconnaissance of the 2017 Puebla, Mexico earthquake

4. Multidisciplinary Post-Earthquake Critique of Masonry Substation Retrofits

5. Low-seismic damage strategies for infilled RC frames: shake-table tests

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