Numerical investigation of historic masonry walls under normal and shear load
Numerical investigation of historic masonry walls under normal and shear load
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DOI：
10.1016/j.conbuildmat.2010.01.021
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发表时间：
2010-08
影响因子：
7.4
通讯作者：
T. Zimmermann;A. Strauss;K. Bergmeister
中科院分区：
文献类型：
--
作者：
T. Zimmermann;A. Strauss;K. Bergmeister
砌体结构在地震荷载作用下的性能近来引起了人们极大的兴趣。新的设计和分析方法，以及阻力，已经开发出来。主要重点是实验和分析研究，以开发新的砖材料和砂浆。随着欧洲规范8的引入，旧砌体结构在地震荷载下的行为成为工程师感兴趣的话题。特别是，现有砌体结构的可用抵抗能力是高度相关的现有建筑物的重组。为了确定旧砖材料的力学行为特征，对砌体墙进行了实验室试验。
The behaviour of masonry under seismic loads has recently become of great interest. New methods for design and analysis, as well as for resistance, have been developed. The main focus has been on experimental and analytical research for the development of new brick material and mortar. With the introduction of Eurocode 8, the behaviour of old masonry structures under seismic load became an interesting topic for engineers. In particular, the available resistance capacity of existing masonry structures is highly relevant to the restructuring of existing buildings. Laboratory tests on masonry walls were performed in order to determine the mechanical behavioural characteristics of old brick material.