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.
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