顶冠集中竖向荷载作用下砌体回廊拱顶和圆顶极限分析的封闭解

IF 1.2 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Gabriele Milani
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引用次数: 2

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本文章由计算机程序翻译,如有差异,请以英文原文为准。
Closed form solutions in limit analysis for masonry cloister vaults and domes subjected to concentrated vertical loads applied at the top crown
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来源期刊
International Journal of Masonry Research and Innovation
International Journal of Masonry Research and Innovation CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.30
自引率
9.10%
发文量
52
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