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某高层办公楼高低双筒-框架结构设计

Constructional design of a multi-story building with unequal doble-casings and frames
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摘要 就某高层办公楼主裙楼高低双筒-框架结构体系的选型、剪力墙数量的确定及布置、结构抗震计算、抗震构造措施和主裙楼的差异沉降及处理等问题作了探讨. The selection of constructional complex of a multi-story building composed of main office-building and skirt houses with unequal double-casings and frames, the determination of the amount of shear walls and their layout, the anti-seismic calculation of the construction, its antiseismic measures, and settlement difference between main and skirt buildings and its treatment are discussed.
作者 郝晓林
出处 《甘肃工业大学学报》 1996年第2期78-83,共6页 Journal of Gansu University of Technology
关键词 框架结构 剪力墙 高层建筑 筒体结构 办公楼 frame construction anti-seismic calculation foundation shear wall multistory building

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