上部结构采用了框架-核心筒结构体系。
The frame core-tube system is applied in the upper structure.
金地中心采用钢筋混凝土框架-核心筒结构体系。
The RC frame-core structural system is used for Golidfield Centre.
某超高层采用框架-核心筒结构体系，在内筒与核心筒之间采用伸臂桁架连接。
The structural system, which the inner core connect huge column by outrigger truss, has been developed in recent years.
钢框架-核心筒结构在施工过程中，由于钢结构安装和土建施工相互制约，致使整体施工进度滞后。
Because the steel structure installment and the construction restrict mutually, steel frame-core tube structure in construction process causes the whole construction process lag.
通过实例计算分析，给出了带托柱式转换梁的框架-核心筒结构的转换层上、下层间侧移角比的取值范围建议。
Base on the calculation of an example, suggestions on range of sideway ratio of stories up and down in transfer story of frame-core tube structure with column supporting transfer beam is obtained.
通过建立预应力楼板的有限元平面模型，分析了框架-核心筒结构预应力楼板不考虑侧向约束影响时在正常使用荷载条件下的受力特点。
The finite element method is applied to prestressed slabs, the mechanical characters under the normal using load condition are analysised, with unconsidering the lateral restraints.
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。
The modeling of hybrid structures comprising external steel frames and core concrete tube is simplified for nonlinear seismic analysis.
塔楼的结构则是钢结构框架和混凝土楼板，配以水泥柱和核心筒。
The supporting structure of the tower comprises a steel-reinforced concrete skeleton with level-flat ceilings, struts and cores.
对顶部带伸臂的框架- 核心筒结构的整体稳定性进行了分析。
This paper analyses the buckling of top - outrigger - braced frame - tube structures.
对安装有该减震器的高层框架-核心筒体结构体系的地震反应进行了理论分析。
Theoretical analysis of seismic responses to the frame-coretubestructural building equipped with absorbers are made.
试验和计算结果表明：外钢骨框架-内混凝土核心筒混合结构具有较好的抗震性能。
Based on results of test and calculation, it is concluded that the exterior steel-encased reinforced concrete frame-interior rc tube structures have very good seismic resistant performance.
在框架-核心筒体系中设置刚臂以提高结构的抗侧刚度是结构工程师经常采用的一种做法。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
上海中心大厦是由巨型框架-核心筒-伸臂桁架抗侧力体系组成的超高层建筑，结构的稳定性备受关注。
Shanghai Tower is a high-rise building composed of mega frame-core-outrigger lateral resisting system. The structural stability has been concerned widely.
在结构设计中采用钢网架-框架柱-巨型柱(核心筒)结构体系，通过结构整体建模分析了地震力影响。
Steel grid-concrete frame column-concrete giant column (core tube) structure is adopted and the seismic action of integral structural is analyzed.
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。
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。
This paper reviews recent research advances of steel-concrete composite structural systems including steel-concrete composite frame structures and frame-core wall hybrid structures.
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