Seismic fragility models for base‐isolated unreinforced masonry buildings with fibre‐reinforced elastomeric isolators-Reference-Cited by-同舟云学术

Seismic fragility models for base‐isolated unreinforced masonry buildings with fibre‐reinforced elastomeric isolators

Published:2022-10-27 Issue:2 Volume:52 Page:308-334
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Losanno Daniele¹^ORCID,Ravichandran Nagavinothini¹,Parisi Fulvio¹²^ORCID

Affiliation:

1. Department of Structures for Engineering and Architecture University of Naples Federico II Naples Italy

2. Institute for Complex Systems National Research Council of Italy Rome Italy

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3761

Reference87 articles.

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

2. SarD SarkarP Seismic evaluation of existing unreinforced masonry building.Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM ‐ 2012) India:Springer India;2013. doi:10.1007/978‐81‐322‐0757‐3_88

3. Implications of the spandrel type on the lateral behavior of unreinforced masonry walls

4. Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes

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