Simplified frame models to simulate the in-plane load–displacement response of multi-story, perforated, partially grouted masonry walls-Reference-Cited by-同舟云学术

Simplified frame models to simulate the in-plane load–displacement response of multi-story, perforated, partially grouted masonry walls

Published:2023-09 Issue: Volume:55 Page:2086-2104
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

de Sousa Medeiros Klaus André,de Azevedo Palhares Rodolfo,Aris Parsekian Guilherme,Grahan Shrive Nigel

Publisher

Elsevier BV

Subject

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

Reference35 articles.

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2. Earthquake-resistant design of masonry buildings;Tomažević,1999

3. Kingsley GR, Shing PB, Gangel T, Seismic design of special reinforced masonry shear walls: a guide for practicing engineers, in NIST GCR 14-917-31. NEHRP Seismic Design Technical Brief, 2014, no. 9, p. 42.

4. Augenti N, Il calcolo sismico degli edifici in muratura, vol. 1. 2004.

5. Fortes ES, Parsekian GA, “Caracterização da alvenaria estrutural de alta resistência,” in PhD Dissertation (In Portuguese). Universidade Federal de São Carlos, 2017, p. 350.

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1. Structural Analysis of the Sympathetic Restoration and Conservation of the Gopinath Temple, Kathmandu, Nepal;Heritage;2024-06-11

2. Partially grouted masonry walls with different horizontal reinforcement types: North American-compliant experimental performance for low seismic risk areas;Journal of Building Engineering;2023-11