Simulating the damage extent of unreinforced brick masonry buildings under boulder impact using three-dimensional discontinuous deformation analysis (3-D DDA)-Reference-Cited by-同舟云学术

Simulating the damage extent of unreinforced brick masonry buildings under boulder impact using three-dimensional discontinuous deformation analysis (3-D DDA)

Published:2018-11 Issue: Volume:93 Page:122-143
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Li Zhujun,Liu Shuguang,Zhang Hong^ORCID,Chen Guangqi,Wu Wei,Zhu Hehua,Zhuang Xiaoying^ORCID,Wang Wei

Funder

National Natural Science Foundation of China

Shanghai Pujiang Program

Natural Science Foundation of Shanghai

Fundamental Research Funds for the Central Universities

Shanghai Peak Discipline Program for Higher Education Institutions (Class I)—Civil Engineering

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

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4. Effects of the dilatancy of joints and of the size of the building blocks on the mechanical behavior of masonry structures;Godio;Meccanica,2017

5. A simplified evaluation of the influence of the bond pattern on the brickwork limit strength;Bacigalupo;Adv. Mater. Res.,2012

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