| 异形柱双向偏心受压正截面承载力分析及程序设计 |
| |
| 引用本文： | 姚俊淦,江见鲸. 异形柱双向偏心受压正截面承载力分析及程序设计[J]. 力学与实践, 2001, 23(2): 20-23 |
| |
| 作者姓名： | 姚俊淦 江见鲸 |
| |
| 作者单位： | 清华大学土木系,;清华大学土木系, |
| |
| 摘 要： | 为了充分利用房屋空间,使柱截面与墙面保持平直,形成了L形、T形、十字形等非矩型、工型柱,土建结构中称为异形柱,本对异形柱正截面承截力进行了分析,并设计了异形柱的正截面计算程序,提出了异形柱正截面配筋计算的有效方法。
|
| 关 键 词： | 异形柱 双向压弯构件 正截面承载力 T形、L形、十字形截面 |
| 修稿时间： | 1999-11-01 |
SPECIAL-SHAPED REINFORCED CONCRETE COLUMNS UNDER BIDIRECTIONAL ECCENTRIC LOAD |
| |
| YAO Jungan,JIANG Jianjing. SPECIAL-SHAPED REINFORCED CONCRETE COLUMNS UNDER BIDIRECTIONAL ECCENTRIC LOAD[J]. Mechanics and Engineering, 2001, 23(2): 20-23 |
| |
| Authors: | YAO Jungan JIANG Jianjing |
| |
| Abstract: | Special-shaped reinforced concrete columns are commonly used in large bay dwelling house in order to make full use of space. In this paper, carrying capacity of special-shaped columns under hi-directional eccentric load is discussed and programs are developed as well. |
| |
| Keywords: | Special-shaped column double eccentricity T-shaped L-shaped +-shape |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
