Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall

Pisani Marco Andrea

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Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall

机译：评估拉力锚系统在砌体墙中的承载能力的理论方法

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摘要

The behaviour of tie rod anchor plates is at present not well established, and the criteria suggested do not seem to have consistent theoretical basis.

机译：拉杆锚固板的性能目前尚不完全清楚，建议的标准似乎没有一致的理论基础。

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来源
《Engineering Structures》 |2016年第1期|85-95|共11页
作者
Pisani Marco Andrea;
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作者单位

Politecn Milan, Dept Architecture Built Environm & Construct Engn, Piazza Leonardo da Vinci 32, I-20133 Milan, Italy;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类
关键词
Tie rod; Anchor plate; Masonry wall; Strength; Theoretical approach;

机译：拉杆;锚板;砌体墙;强度;理论方法;

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7. Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall [O] . Pisani Marco Andrea 2016

机译：评估拉力锚系统在砌体墙中的承载能力的理论方法

Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall

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