Foundation slabs bending model with variable stiffness ratio rested on elastic foundation

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

引用次数: 1

Abstract

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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弹性基础上变刚度比基础板弯曲模型

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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来源期刊

Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics ENGINEERING, CIVIL-

CiteScore

2.60

自引率

0.00%

发文量