| 对框架与剪力墙协同工作结构体系的界定与设计建议 |
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| 引用本文： | 杨晓明,张大权. 对框架与剪力墙协同工作结构体系的界定与设计建议[J]. 建筑技术开发, 2008, 0(3) |
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| 作者姓名： | 杨晓明 张大权 |
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| 作者单位： | 广西华蓝设计(集团)有限公司; |
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| 摘 要： | 结合某工程实例,探讨了对于框架地震倾覆力矩比大于0.5的框架-剪力墙结构体系的设计方法与建议,并拓展分析了框架与剪力墙协同工作结构体系的界定,抗震等级及适用高度的确定,并给出相应的设计方法和抗震构造措施。阐明了目前规范与规程中存在的不明确问题,为结构设计提供必要的合理建议。
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| 关 键 词： | 剪力墙 协同工作 倾覆力矩 结构体系 |
DEMARCATION AND DESIGN SUGGESTION OF STRUCTURAL SYSTEMS OF COORDINATED WORKING BETWEEN FRAME AND SHEAR WALL |
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| Yang Xiao-ming Zhang Da-quan. DEMARCATION AND DESIGN SUGGESTION OF STRUCTURAL SYSTEMS OF COORDINATED WORKING BETWEEN FRAME AND SHEAR WALL[J]. Building Technique Development, 2008, 0(3) |
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| Authors: | Yang Xiao-ming Zhang Da-quan |
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| Abstract: | In this paper,combined with some engineering case,the design method and suggestion is discussed for frame-shear wall structural system whose seismic overturning moment ratio of frame is no less than 0.5,and further analysis that how to demarcate the structural system of coordinated working between frame and shear wall,also,to make certain the aseismic grade and suitable height,is made.Moreover,corresponding design methods and aseismic constructional measures are put forward.A few undefined problems in curre... |
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| Keywords: | Shear wall Coordinated working Overturning moment Structural systems |
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