隔層錯跨剪力墻結構體系的抗震設計探討
劉建新
- 摘 要
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劉建新
（煙臺大學 264005）[提要] 隔層錯跨剪力墻結構能為建筑設計提供大空間，而且自重小，具有優(yōu)異的抵抗水平荷載的能力，但縱向剛度較薄弱。本文對其工作機理作了分析，并研究了其抗震尤其是縱向抗震設計及構造措施。
[關鍵詞] 隔層錯跨剪力墻 抗側剛度 抗震設計Based on the experimental research and aseismic analysis, the staggered shear wall structure is presented, which not only provides big space for architecturers but also has lighter dead weight and high capacity of resistance to horizontal force. The working mechanism of the structure is studied.
Keywords: staggered shear wall; lateral rigidity; aseismic design
