STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME
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摘要: 异形框架结构是在普通框架结构基础上发展起来的结构体系,通过加设边缘构件(边缘壁柱和边缘壁梁),提高框架柱、框架梁及框架节点区的刚度,从而提高结构整体抗侧刚度和耗震能力,与框架结构、框剪结构结合起来形成异形框架-框架结构、异形框架-框剪结构等。异形框架结构可以有效解决纯框架结构位移不满足规范要求,框剪结构中剪力墙数量偏少时位移不满足规范要求,或者结构扭转情况比较严重等问题。分析了异形框架结构的整体变形和受力特点,提出了异形框架结构在地震作用下的屈服顺序,增加了框架和框剪结构的抗震防线。Abstract: A special-shaped frame structure system is developed based on common frame structures.By setting fringe component on the structure,the stiffnesses of frame column,beam and beam-column joint are increased,and therefore the whole stiffness of frame structure is also enhanced.It includes special-shaped frame-frame structure,special-shaped frame-shear wall structure,etc.It can solve the shortage in displacement of simple frame structure or frame shear-wall structure effectively,and adjust the plane rotation.The whole distortion and bearing of special-shaped frame structure are analyzed,and yielding order of component is brought forth,which can increase the line number of earthquake defense.
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[2] JGJ 3-2002高层混凝土结构技术规程[S]; 曾凡生,王红群,杨永哲.钢筋混凝土框-撑结构在多层建筑设计中的探讨[J].建筑结构,2007(10):24-26; [3] JGJ 149-2006混凝土异形柱结构技术规程[S]; [4] 朱道清,刘潞,梁洪.对钢筋混凝土异形柱设计规程的分析研究[J].四川建筑科学研究,2001(1):13-14.
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