| 建筑规范稳定公式实用性的探讨 |
| |
| 引用本文： | 沈正炳,黄文彬,吕清天. 建筑规范稳定公式实用性的探讨[J]. 力学与实践, 2000, 22(2): 35-38 |
| |
| 作者姓名： | 沈正炳 黄文彬 吕清天 |
| |
| 作者单位： | 中国农业大学,东区,应用力学研究室,北京,100083 |
| |
| 摘 要： | 通过有限元软件“力神”和建筑稳定公式两种方法，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。
|
| 关 键 词： | 建筑规范 纵横弯曲 有限元软件 结构设计 |
THE PRACTICABILITY OF STABILITY FORMULA IN THE CONSTRUCTIONAL STANDARDS |
| |
| SHEN Zhengbing,HUANG Wenbin,LU Qingtian. THE PRACTICABILITY OF STABILITY FORMULA IN THE CONSTRUCTIONAL STANDARDS[J]. Mechanics and Engineering, 2000, 22(2): 35-38 |
| |
| Authors: | SHEN Zhengbing HUANG Wenbin LU Qingtian |
| |
| 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. |
| |
| Keywords: | constructional standards vertical and horizontal bend |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
