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Numerical evaluation of the ultimate load of concrete funicular shells with circular plan
Proceedings of the Institution of Civil Engineers - Structures and Buildings ( IF 1.2 ) Pub Date : 2021-01-01 , DOI: 10.1680/jstbu.18.00179 Alireza Javid 1 , Massood Mofid 2
Proceedings of the Institution of Civil Engineers - Structures and Buildings ( IF 1.2 ) Pub Date : 2021-01-01 , DOI: 10.1680/jstbu.18.00179 Alireza Javid 1 , Massood Mofid 2
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A special type of shell structure – a concrete shallow funicular shell of circular plan – is considered in this paper. Funicular shells carry their dead weight only by in-plane compression forces. ...
中文翻译：
圆形平面混凝土索壳极限承载力的数值计算。
本文考虑一种特殊的壳体结构-圆形平面的混凝土浅缆索壳体-。缆索壳仅通过平面压缩力才能承受自重。...
更新日期：2021-01-01
中文翻译：
圆形平面混凝土索壳极限承载力的数值计算。
本文考虑一种特殊的壳体结构-圆形平面的混凝土浅缆索壳体-。缆索壳仅通过平面压缩力才能承受自重。...
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