建筑规范稳定公式实用性的探讨

沈正炳, 黄文彬. 建筑规范稳定公式实用性的探讨[J]. 力学与实践, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-041

引用本文:

沈正炳, 黄文彬. 建筑规范稳定公式实用性的探讨[J]. 力学与实践, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-041

THE PRACTICABILITY OF STABILITY FORMULA IN THE CONSTRUCTIONAL STANDARDS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-041

Citation:

THE PRACTICABILITY OF STABILITY FORMULA IN THE CONSTRUCTIONAL STANDARDS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-041

THE PRACTICABILITY OF STABILITY FORMULA IN THE CONSTRUCTIONAL STANDARDS

摘要: 通过有限元软件“力神”和建筑规范稳定公式两种方法，对各种常见梁在考虑纵横弯曲作用下进行误差分析，从而引入一个系数对规范公式进行修正．

Abstract: This paper has given an error analysis on several common girder under vertical and horizontal bending loads. The analysis is based on two methods: one is LISHEN, a finite-element method software, the other is stability formula in the constructional standards. A new coefficient is suggested to modify the standards formula.

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