| 多层组合结构抗震验算的简化计算方法 |
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| 引用本文： | 汪洋,汪梦甫. 多层组合结构抗震验算的简化计算方法[J]. 建筑技术开发, 2005, 32(3) |
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| 作者姓名： | 汪洋 汪梦甫 |
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| 作者单位： | 湖南大学土木工程学院,长沙,410082;湖南大学土木工程学院,长沙,410082 |
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| 基金项目： | 湖南省自然科学基金资助项目 (0 2JJY2 0 85 ) |
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| 摘 要： | 对砖墙与钢筋混凝土墙组合结构抗震验算的简化计算方法进行了更深一步的理论分析 ,提出了考虑梁端约束弯矩影响的简化计算方法 ,通过算例分析比较 ,证明了该简化方法能更好的反映此类组合结构中砖墙和混凝土墙在水平地震荷载作用下的实际受力情况 ,使此类组合结构的构件设计与计算更趋完善和合理。
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| 关 键 词： | 组合结构 梁端约束弯矩 抗震验算 |
SIMPLIFIED METHOD FOR SEISMIC RESPONSE ANALYSIS OF MULTISTORY COMPOSITE STRUCTURES |
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| Wang Yang Wang Meng-fu. SIMPLIFIED METHOD FOR SEISMIC RESPONSE ANALYSIS OF MULTISTORY COMPOSITE STRUCTURES[J]. Building Technique Development, 2005, 32(3) |
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| Authors: | Wang Yang Wang Meng-fu |
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| Affiliation: | Wang Yang Wang Meng-fu |
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| Abstract: | In this paper,the simplifed method for seismic response analysis of composite structure of brick walls and concrete shear walls has been set up,in which the influence of restricted bending moment at the end of connecting beams on seismic response of structure is considered.An numerical example is given to verify the feasibility and reliability of the proposed method,it is shown that this method can reflect the actual stress between the brick walls and concrete shear walls more exactly under the horizontal earthquake load in this composite structure. |
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| Keywords: | Composite structure Restricted bending moment at the end of connecting beams Seismic response analysis |
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