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.
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.
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.
运用仿真分析程序，本研究对伸臂桁架终拧固结对巨型桁架-核心筒结构施工过程中竖向变形差异的调节作用进行了深入研究。
By taking the advantage of the simulation analysis the author studied on how the outrigger fixation time effects the vertical deformation difference.
本文结合一超高层钢筋混凝土剪力墙一核心筒结构的模型试验与有限元动力分析，对超高层筒体结构的动力特性作了具体研究分析。
Incorporating with the model dynamic experiment and Finite-Element seismic analysis of a shear-wall superhigh building, paper gives the earthquake resistant behavior of such structures.
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.
结构未发生层剪切破坏，最终破坏模式是在倾覆力矩作用下底部核心筒受拉墙肢及受拉侧外框柱拉断。
The final failure mode of the model is tension failure of perimeter columns and bottom of core wall on the tension side caused by overturning moment, and the story shear failure mode was not found.
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.
广州珠江新城西塔是由钢管混凝土斜交网格柱形成的外筒与钢筋混凝土核心筒组成的超高层筒中筒结构体系。
As a high-rise structure, Guangzhou West Tower is composed of a concrete core tube and a special exterior frame which consists of inclining concrete-filled columns.
超高层筒体结构近似悬臂梁弯曲受力构件，在动力作用下，外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube.
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.
本文提出的样条有限点法可用于分析各类高层筒体结构，如框筒、核心筒，筒中筒及筒束结构。
In this paper, the spline finite-point method is used to analyze the tube structures, such as framed tube, core, tube in tube and bundle tubes.
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.
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.
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.
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.
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。
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.
结构中刚度很大的桁架层对减小巨型柱与核心筒之间的竖向变形差作用显著。
While the stiffness of truss stories is huge, and it has great effect on reducing the different vertical deformation of peripheral mega-column and core-wall.
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.
博物馆主体与“时光轴”呈“十”字型关系，把场地分成四个象限，根据场地特质定义各功能属性。 为了实现架空层的大跨空间体验，博物馆主体采用钢桁架的结构体系，通过四个核心筒支撑。
The main body of the Museum cross arranged with the "time axis", divided the site into four quadrants, which defined by various functions attribute according to the location special characteristic.
博物馆主体与“时光轴”呈“十”字型关系，把场地分成四个象限，根据场地特质定义各功能属性。 为了实现架空层的大跨空间体验，博物馆主体采用钢桁架的结构体系，通过四个核心筒支撑。
The main body of the Museum cross arranged with the "time axis", divided the site into four quadrants, which defined by various functions attribute according to the location special characteristic.
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