| 不对称钢骨混凝土梁抗弯刚度的试验研究 |
| |
| 引用本文： | 陈忠汉,邵永健,朱聘儒,殷志文.不对称钢骨混凝土梁抗弯刚度的试验研究[J].世界地震工程,2001,17(1):103-105. |
| |
| 作者姓名： | 陈忠汉 邵永健 朱聘儒 殷志文 |
| |
| 作者单位： | 苏州城建环保学院城建系, |
| |
| 基金项目： | 建设部科研资助项目(99-031-4) |
| |
| 摘 要： | 文章在5根不对称钢骨混凝土梁试验研究的基础上，利用现行规范1]中对称钢骨混凝土梁截面抗弯刚度的计算公式，提出了不对称钢骨混凝土梁截面抗弯刚度的计算方法，建立了相应的计算公式。结果表明，按照本文公式得到的计算值与实测值吻合良好。
|
| 关 键 词： | 不对称钢骨混凝土梁 蜂窝钢骨混凝土梁 抗弯刚度 挠度 |
| 文章编号： | 1007-6069(2001)01-0103-03 |
| 修稿时间： | 2000年2月16日 |
Experimental research on the fiexural stiffness of unsymmetricalsteel reinforced concrete beam |
| |
| CHEN Zhong-han,SHAO Yong-jian,ZHU Pin-ru,YIN Zhi-wen.Experimental research on the fiexural stiffness of unsymmetricalsteel reinforced concrete beam[J].World Information On Earthquake Engineering,2001,17(1):103-105. |
| |
| Authors: | CHEN Zhong-han SHAO Yong-jian ZHU Pin-ru YIN Zhi-wen |
| |
| Abstract: | Based on experimental research on five unsymmetrical-steel reinforced concrete beams and the calculating formula of the flexural stiffness for symmetrical steel reinforced concrete beam in "Specification for design of steel-reinforced concrete structure"(YB9082-97), the calculating method is proposed, and the formula is derived for flexural stiffness of unsymmetrical-steel reinforced concrete beam. Results show that the calculating results agree with the measuring ones well. |
| |
| Keywords: | unsymmetrical-steel reinforced concrete beam steel with honeycomb reinforced concrete beam flexural stiffness deflection |
| 本文献已被 维普 万方数据 等数据库收录！ |
