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弹性基础上变刚度比基础板弯曲模型

IF 1.1 Q3 ENGINEERING, CIVIL
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2019-07-01 DOI:10.1680/JENCM.18.00002
N. N. Nekrasova, Lyudmila V. Akchurina
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引用次数: 1

摘要

该研究解决了设计变刚度板的问题，以满足诸如减少材料消耗、确保可靠性、耐久性和成本效益等要求。p…
本文章由计算机程序翻译，如有差异，请以英文原文为准。
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Foundation slabs bending model with variable stiffness ratio rested on elastic foundation
The study addresses the problem of designing slabs with variable stiffness to meet such requirements as reducing material consumption, ensuring reliability, durability and cost-effectiveness. The p...
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来源期刊
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics ENGINEERING, CIVIL-
CiteScore
2.60
自引率
0.00%
发文量
8
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