关于框架-剪力墙结构抗震优化设计的分析
관우광가-전력장결구항진우화설계적분석
Analysis of Optimal Design for Anti-seismic Performance of a Frame-Shear Wall Structure
  • 万方数据
    城市建筑 성시건축
    URBANISM AND ARCHITECTURE
    2014年 36期 46-46 ,共1页

    李天民%卢朝阳

    리천민%로조양

    框架-剪力墙结构%抗震%优化 框架-剪力牆結構%抗震%優化
    광가-전력장결구%항진%우화
    frame-shear wal structure%anti-seismic%optimal design
    框架-剪力墙结构是公认的抗震性能较好的结构体系，它将框架结构和剪力墙结构融为一体，充分发挥了框架与剪力墙的优点，使整体结构抗侧刚度适中，并能提供相应的竖向和水平承载力。
    광가-전력장결구시공인적항진성능교호적결구체계，타장광가결구화전력장결구융위일체，충분발휘료광가여전력장적우점，사정체결구항측강도괄중，병능제공상응적수향화수평승재력。
    Frame-shear wal structure is recognized as a str- ucture system with beter anti-seismic performance. It comb- ines frame structure and shear wal structure, giving ful play to their advantages, geting moderate lateral stiffness of overal structure, and providing corresponding vertical and horizontal bearing capacity.
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