The higher mode effect cannot always be ignored in pushover analysis of tall building hybrid structures (TBHS).
在高层混合结构静力推覆分析中，高阶振型对于结构的分析结果影响往往不可忽略。
The modeling of hybrid structures comprising external steel frames and core concrete tube is simplified for nonlinear seismic analysis.
将高层钢混凝土混合结构分为外部钢框架和内部混凝土核心筒两部分。
This paper reviews recent research advances of steel-concrete composite structural systems including steel-concrete composite frame structures and frame-core wall hybrid structures.
以钢-混凝土组合框架结构和框架-核心筒混合结构为对象，综述了在钢-混凝土组合结构体系方面的一些研究新进展。
So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.
因此，本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法，旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。
As people were gradually aware of the defects of concrete structures and steel high-rise building, more and more hybrid structures were used.
随着人们逐渐对混凝土结构和钢结构高层建筑各自所存在缺陷的认识，越来越多地采用了混合结构。
Many studies have focused on the influence of the ferromagnetic layers on the magneto-optical Kerr effect for the whole hybrid structures, with a fair amount of emphasis on the layer thickness.
很多研究都关注于该复合体系中铁磁膜层，尤其是其厚度变化对整体多层膜磁光效应的影响。
Many studies have focused on the influence of the ferromagnetic layers on the magneto-optical Kerr effect for the whole hybrid structures, with a fair amount of emphasis on the layer thickness.
很多研究都关注于该复合体系中铁磁膜层，尤其是其厚度变化对整体多层膜磁光效应的影响。
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