| 混凝土构件斜截面承载力计算公式探讨 |
| |
| 引用本文： | 付磊,周德源,李玲.混凝土构件斜截面承载力计算公式探讨[J].低温建筑技术,2009,31(7):62-64. |
| |
| 作者姓名： | 付磊 周德源 李玲 |
| |
| 作者单位： | 1. 同济大学结构工程与防灾研究所,上海,200092
2. 浙江精工钢结构有限公司技术中心部,浙江,绍兴,312030 |
| |
| 摘 要： | GB50010-2002《混凝土结构设计规范》中对多种荷载作用下混凝土受弯构件斜截面受剪承载力计算方法存在不合理之处,在对规范给出的计算公式进行分析的基础上提出建议性的计算方法,供工程设计参考。
|
| 关 键 词： | 斜截面 受剪承载力 配箍量 计算公式 |
EXPLORATION ON SHEAR CAPACITY CALCULATION EQUATION OF CONCRETE MEMBER |
| |
| FU Lei,ZHOU De-yuan,LI Ling.EXPLORATION ON SHEAR CAPACITY CALCULATION EQUATION OF CONCRETE MEMBER[J].Low Temperature Architecture Technology,2009,31(7):62-64. |
| |
| Authors: | FU Lei ZHOU De-yuan LI Ling |
| |
| Abstract: | According to Code for Design of Concrete Structures(GB50010-2001),there are irrationalities in the calculation method for calculating shear capacity of oblique section of concrete members under multi-kinds loading.On the basis of analysis on the calculating equations designated by the code,a propositional calculation method is put forward for engineering design. |
| |
| Keywords: | oblique section shear capacity ratio of stirrup calculation equation |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
