| 劲性混凝土矩形和T形梁正截面承载力的研究 |
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| 引用本文： | 陈眼云 张学文. 劲性混凝土矩形和T形梁正截面承载力的研究[J]. 华南理工大学学报(自然科学版), 1992, 20(1): 16-26 |
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| 作者姓名： | 陈眼云 张学文 |
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| 作者单位： | 华南理工大学建筑工程系，华南理工大学建筑工程系，华南理工大学建筑工程系 |
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| 摘 要： | 劲性钢筋混凝土有许多优点,近年来已经开始用于高层建筑结构,但目前还没有设计规范。本文对劲性钢筋混凝土受弯构件矩形和T形哉面正截面承载力进行了研究,并提出了用于工程的设计计算方法。
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| 关 键 词： | 钢筋混凝土 梁 正截面 承载力 矩形 |
A STUDY FOR THE ULTIMATE STRE NGTH OF NORMAL SECTION OF SRC RECTANGULAR AND T BEAMS |
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| Yanyun Chen,Xuewen Zhang and Zuhua Wang Dept.of Civil Eng.,South China Univ.of Tech.. A STUDY FOR THE ULTIMATE STRE NGTH OF NORMAL SECTION OF SRC RECTANGULAR AND T BEAMS[J]. Journal of South China University of Technology(Natural Science Edition), 1992, 20(1): 16-26 |
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| Authors: | Yanyun Chen Xuewen Zhang Zuhua Wang Dept.of Civil Eng. South China Univ.of Tech. |
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| Abstract: | The steel reinforced concrete(SRC)has many advantages,and has come to be used in tall buildings recently.However,there isnot a design code about it in china.This paper investigates the ultimatestrength of a normal section of SRC rectangular and T beams.Anda design method being used in the engineering is put forward forreference. |
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| Keywords: | reinforced concrete structures tall building structures building structures /steel reinforced concrete ultimate strength of a normal section |
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