|
|||||
|
|
| 多段构件组成的压杆平面内稳定 | |
| 引用本文： | 严晓东,季建明,唐国金,朱海芬.多段构件组成的压杆平面内稳定[J].宁波大学学报(理工版),2006,19(1):70-73. |
| 作者姓名： | 严晓东 季建明 唐国金 朱海芬 |
| 作者单位： | 1. 国防科技大学,航天与材料学院,湖南,长沙,410073;宁波大学,建筑工程与环境学院,浙江,宁波,315211 2. 宁波市建设工程招标投标管理办公室,浙江,宁波,315010 3. 国防科技大学,航天与材料学院,湖南,长沙,410073 4. 舟山市建银工程造价审查中心有限公司,浙江,舟山,31600 |
| 摘 要： | 分析由若干段等截面或者变截面构件组成的压杆平面内稳定问题．从由三段等截面构件组成的压杆平面内稳定问题出发，对两端为变截面、中间为等截面构件组成的压杆的平面内稳定问题进行了分析，得出和两端为等截面构件情况类似的屈曲荷载计算公式．并对两端固接的情况进行了研究分析． |
| 关 键 词： | 变截面构件 稳定 临界荷载 |
| 文章编号： | 1001-5132(2006)01-0070-04 |
| 收稿时间： | 2005-10-26 |
| 修稿时间： | 2005年10月26 |
In Plane Elastic Stability of Columns Composed of Multi-members |
|
| YAN Xiao-dong,JI Jian-ming,TANG Guo-jin,ZHU Hai-fen.In Plane Elastic Stability of Columns Composed of Multi-members[J].Journal of Ningbo University(Natural Science and Engineering Edition),2006,19(1):70-73. | |
| Authors: | YAN Xiao-dong JI Jian-ming TANG Guo-jin ZHU Hai-fen |
| Institution: | 1. National University of Defense Technology, Changsha 410073, China; 2. Faculty of Architecture, Civil Engineering and Environment, Ningbo University, Ningbo 315211 , China ; 3. Ningbo Construction Engineering Public Bidding Administration, Ningbo 315010, China ; 4. Zhoushan Jianyin Cost of Building Investigate Centre Co. Ltd. , Zhoushan 316000, China |
| Abstract: | Research is conducted on the in-plane elastic stability of colunms composed of muh-prismatic or tapered members for a variety of boundary conditions. Various simple and applicable formulae of buckling load are obtained in this work, proposing the simplified methods to check the in-plane elastic stability for engineering design and relevant rules. |
| Keywords: | varying crossing-section members elastic stability buckling load |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |