| 楼板负弯矩筋对框架梁端正截面抗震承载力的影响 |
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| 引用本文： | 郭靳时,徐长东,孙欣,蔡世亮. 楼板负弯矩筋对框架梁端正截面抗震承载力的影响[J]. 吉林建筑工程学院学报, 2011, 28(2): 5-6 |
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| 作者姓名： | 郭靳时 徐长东 孙欣 蔡世亮 |
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| 作者单位： | 吉林建筑工程学院土木工程学院,长春,130118 |
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| 摘 要： | 现浇楼板与框架梁一起浇注,两者共同工作能力强.本文主要针对在梁端截面有效受拉翼缘宽度范围内,与框架梁跨度同向的楼板配筋对框架梁端正截面抗震承载力的影响做进一步探讨,为框架结构设计实现"强柱弱梁"屈服机制提供参考.
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| 关 键 词： | 强柱弱梁 抗震 承载力 |
The Impact of Seismic Capacity of Negative Moment Reinforcement of the Floor to Beams on the Correct Section of the Framework |
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| GUO Jin-shi,XU Chang-dong,SUN Xin,CAI Shi-liang. The Impact of Seismic Capacity of Negative Moment Reinforcement of the Floor to Beams on the Correct Section of the Framework[J]. Journal of Jilin Architectural and Civil Engineering, 2011, 28(2): 5-6 |
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| Authors: | GUO Jin-shi XU Chang-dong SUN Xin CAI Shi-liang |
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| Affiliation: | (School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118) |
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| Abstract: | Together with the frame beam and casting slab are casting,they can work together and strong.This article mainly aims at the sectional beam tension flange effective width in the range of frame beam span of the floor with the reinforcement to the correct section of the frame beam seismic bearing capacity for further study,for the frame design to achieve ＂strong column and weak beam＂ mechanism to provide information. |
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| Keywords: | strong column and weak beam seismic resistance bearing capacity |
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