Seismic damage analysis of a brick masonry loess cave by a shaking table and FEM-Reference-Cited by-同舟云学术

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Seismic damage analysis of a brick masonry loess cave by a shaking table and FEM

Published:2024-01 Issue: Volume:176 Page:108284
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Du Juan,Zhao Xiangbi^ORCID,Xue Jianyang,Zhang Fengliang,Jiang Lu,Ma Junjie,Li Jiashuo

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Experimental identification of a multi-span masonry bridge: the Tanaro Bridge;Brencich;Construct Build Mater,2008

2. Monitoring historical masonry structures with operational modal analysis: two case studies;Ramos;Mech Syst Signal Process,2010

3. The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: a case study in Portugal;Masciotta;J Cult Herit,2017

4. Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM;Ubertini;Bull Earthq Eng,2018

5. Modal analysis of historical masonry structures: linear perturbation and software benchmarking;Pellegrini;Construct Build Mater,2018

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