|
|||||
|
|
| 中、美规范平面纯框架二阶分析方法的对比 | |
| 引用本文： | 周金. 中、美规范平面纯框架二阶分析方法的对比[J]. 科学技术与工程, 2009, 9(20) |
| 作者姓名： | 周金 |
| 作者单位： | 1. 华南理工大学土木与交通学院,广州,510640 2. 广东省建筑科学研究院,广州,510500 3. 广东省建筑科学研究院,广州,510500;湖南大学土木工程学院,长沙,410082 |
| 摘 要： | 钢框架的结构分析是钢结构设计中的基本问题,对于该类结构的分析应该考虑二阶效应的影响.目前,已有许多国家把二阶效应纳入了钢结构的设计规范.中国<钢结构设计规范>(GB 50017-2003)与美国钢结构规范 |
| 关 键 词： | 二阶效应 钢结构 钢框架 二阶分析 |
| 收稿时间： | 2009-07-07 |
| 修稿时间： | 2009-07-13 |
Comparison the second order analysis approach of the plane unbraced frame between Chinese and American |
|
| zhoujin. Comparison the second order analysis approach of the plane unbraced frame between Chinese and American[J]. Science Technology and Engineering, 2009, 9(20) | |
| Authors: | zhoujin |
| Abstract: | The structural analysis of steel frame is a fundamental problem in the design of steel structural which should take the second order effects into account. Now many countries have brought the second order effects into their steel structural specifications. There are many differences in the calculation and analysis of second order effects between the Chinese "Code for Design of Steel Structure"( GB50017 -2003) and the American steel structural specification "ANSI/AISC 360-05 An American National Standard Specification for Structural Steel Buildings".This paper compares the calculation and analysis methods and specific coefficients between the two design specifications |
| Keywords: | second order effect steel structure steel frame second order analysis |
| 本文献已被 万方数据 等数据库收录！ | |
| 点击此处可从《科学技术与工程》浏览原始摘要信息 | |
| 点击此处可从《科学技术与工程》下载全文 | |