Seismic fragility of base-isolated single-storey unreinforced masonry buildings equipped with classical and recycled rubber bearings in Himalayan regions-Reference-Cited by-同舟云学术

Seismic fragility of base-isolated single-storey unreinforced masonry buildings equipped with classical and recycled rubber bearings in Himalayan regions

Published:2022-01 Issue: Volume:45 Page:103648
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Losanno Daniele^ORCID,Ravichandran Nagavinothini^ORCID,Parisi Fulvio^ORCID

Publisher

Elsevier BV

Subject

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

Reference109 articles.

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3. Earthquake-Resistant Design with Rubber;Kelly,1997

4. Recycled Rubber Fiber Reinforced Bearings (RR-FRBs)as Base Isolators for Residential Buildings in Developing Countries: the Demonstration Building of Pasir Badak, Indonesia;Calabrese,2019

5. Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries;Losanno;Soil Dynam. Earthq. Eng.,2021

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