| 加固用钢量对框架结构抗震性能的影响 |
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| 引用本文： | 陈廉,汪训流.加固用钢量对框架结构抗震性能的影响[J].山西建筑,2010,36(19):75-76. |
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| 作者姓名： | 陈廉 汪训流 |
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| 作者单位： | 1. 中国建材国际工程有限公司,上海,200063
2. 中国电子工程设计院结构评估及加固所,北京,100840 |
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| 摘 要： | 基于原有研究开发并经试验验证的纤维模型程序,对某抗弯承载力不足的钢筋混凝土框架结构基于粘钢加固方法分别采用五种不同加固用钢量下的抗震性能进行了分析,初步探讨了加固用钢量对加固后框架结构整体性能的影响,以期为加固改造领域中粘钢加固设计奠定基础。
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| 关 键 词： | 粘钢加固 钢筋混凝土框架 纤维模型 抗震性能 数值分析 |
Impacts of reinforcement steel volume on the seismic performance of framework structures |
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| CHEN Lian,WANG Xun-liu.Impacts of reinforcement steel volume on the seismic performance of framework structures[J].Shanxi Architecture,2010,36(19):75-76. |
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| Authors: | CHEN Lian WANG Xun-liu |
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| Affiliation: | CHEN Lian WANG Xun-liu |
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| Abstract: | Based on the fiber model procedure of original research and development and experimental verification,under five different amount of reinforcement steel,it makes a seismic performance analysis on reinforced concrete frame structures with a shortage of bending capacity,which based on bonded steel reinforcement methods.Then,it discusses impacts of the amount of reinforcement steel to the overall performance of reinforced frame structure,with a view to lay a foundation for bonded steel reinforcement calculation in the reinforcement area. |
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| Keywords: | bonded steel reinforcement steel concrete framework fiber model seismic performance numerical analysis |
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