| 巨型框架结构与框架──剪力墙──巨型框架结构计算 |
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| 引用本文： | 唐兴荣.巨型框架结构与框架──剪力墙──巨型框架结构计算[J].苏州科技学院学报(工程技术版),1996(4). |
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| 作者姓名： | 唐兴荣 |
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| 作者单位： | 苏州城建环保学院城建系 |
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| 摘 要： | 文章提出了巨型框架结构的计算方法，并进行了受力特性的研究。文中还提出将剪力墙和巨型框架合并成为一个组合刚架，求其梁端力，再转化为组合悬臂杆（其作用有如框架剪力墙结构中的剪力墙），平面框架则视为此组合悬臂杆的弹性地基，求框架──剪力墙──巨型框架结构体系在水平荷载作用下共同工作时内力和位移的计算方法。
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| 关 键 词： | 高层建筑 刚架 剪力墙 巨型框架 计算方法 |
THE CALCULATION METHOD OF MEGAFRAMES AND FRAME-SHEARWALL-MEGAFRAME STRUCTURAL SYSTEMS |
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| Tang Xingrong.THE CALCULATION METHOD OF MEGAFRAMES AND FRAME-SHEARWALL-MEGAFRAME STRUCTURAL SYSTEMS[J].Journal of University of Science and Technology of Suzhou：Engineering and Technology,1996(4). |
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| Authors: | Tang Xingrong |
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| Affiliation: | Dept. of Urban Construotion |
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| Abstract: | In this paper,the method for calculating internal forces of megaframe structure is presented,and its bearing character is studied.Shearwalls andmega-frames in conbined action are simplified as a composite rigid frame,andthen turned into a composite cantilever member,whose action is similar to thatof shearwalls in frame-shear wall structural systems, with the plane frameregarded as its elastic subsoil.The method for calculating defleltions and intenalforces of frame-shearwall-megaframe structural systems in combined actionunder horizontal loads is also given in this paper. |
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| Keywords: | high-rise building rigid frames shearwalls megaframes calculation method |
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