| 屋面为轻钢拱板的框架结构的力学计算模型的确定 |
| |
| 引用本文： | 车静云,郭智. 屋面为轻钢拱板的框架结构的力学计算模型的确定[J]. 渤海大学学报(自然科学版), 2003, 24(2): 32-33 |
| |
| 作者姓名： | 车静云 郭智 |
| |
| 作者单位： | 1. 锦州市民用建筑设计研究院,辽宁,锦州,121000
2. 锦州石化公司,辽宁,锦州,121000 |
| |
| 摘 要： | 本文主要讨论了屋面结构体系为轻钢拱板的空间框架的力学计算模型。通过把正确结果与设计者常犯的一个错误的力学计算模型计算的结果进行分析对比 ,说明这种结构正确的力学计算模型的选取及如何通过电算软件来实现。
|
| 关 键 词： | 力学计算模型 节点位移 位移角 刚性楼板 弹性节点 |
| 文章编号： | 1007-533X(2003)02-0032-02 |
| 修稿时间： | 2002-09-15 |
The Design of Mechanical Calculated Model of Space-framework For a Top Floor of Light-steel Plat |
| |
| CHE Jing-yun,GUO Zhi. The Design of Mechanical Calculated Model of Space-framework For a Top Floor of Light-steel Plat[J]. Journal of Bohai University:Natural Science Editio, 2003, 24(2): 32-33 |
| |
| Authors: | CHE Jing-yun GUO Zhi |
| |
| Affiliation: | CHE Jing-yun1,GUO Zhi2 |
| |
| Abstract: | This paper is about mechanical calculated model of space-framework used for a top floor of light-steel arch.Through comparing the results between this model calculation with another model in which the designer often makes mistakes ,it offers how to select a correct calculated model and how to realize the program. |
| |
| Keywords: | mechanical calculated model node displacement displacement angle rigid floor elastic node |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
