1) frame-shear wall with special-shaped columns
异形柱框架-抗震墙
2) frame-shear wall
框架-抗震墙
1.
The structural system of the building is frame-shear wall structure.
复旦大学国际学术交流中心是一个多功能的五星级宾馆建筑,整个结构平面为一个不规则的狭长Z形,主体结构采用钢筋混凝土框架-抗震墙结构,除加强抗扭刚度外,还要调整剪力墙的位置,以满足规范的各项要求。
3) short-pier shear wall with special-shaped columns frame
异形柱框架-短肢剪力墙
4) RC frame-shear wall structure with specially shaped columns
异形柱框架-剪力墙
1.
Pieces of news that RC frame-shear wall structure with specially shaped columns in service were severely torsional deformed and even collapsed are always reported,which were largely caused by the disadvantage layout of shear-walls.
笔者通过调整某异形柱框架-剪力墙结构实际工程中的剪力墙布置方案,进行改进后模型的模态分析和弹性时程分析,研究剪力墙和异形柱不同的平面布置对地震响应的影响。
5) special-shaped column frame-shear wall structure
异形柱框架-剪力墙结构
6) frame with special-shaped columns
异形柱框架
1.
A RC frame with special-shaped columns was tested under low cycle reversed loading.
先对钢筋混凝土异形柱框架进行低周反复加载直至破坏,然后用树脂混凝土快速修复,修复后72h再进行低周反复加载试验。
2.
Without considering the torsion of the whole structure, it is assumed that the special-shaped column in the R C frame is flexural failure under uniaxial eccentricity force, the calculation methods of the flexural strength and the shear strength of special-shaped columns in a storey for R C frame with special-shaped columns is put forward.
在不考虑结构整体扭转的前提下,假定异形柱框架结构中的异形柱为单向偏心受压且为弯曲型破坏,给出了异形柱正截面受弯承载力和异形柱框架结构楼层受剪承载力计算方法。
补充资料：异形断面钢材(见异形断面型材)
异形断面钢材(见异形断面型材)
special section steel
，一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条