带伸臂的框架—筒体结构体系是一种广泛应用于高层和超高层建筑中高效率的结构体系。
In practice of current multi-story buildings, the outrigger-braced frame- tube structure is a widely used effective structural system.
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.
在理论分析和试验研究的基础上，给出了带加强层框架—芯筒结构的几点设计建议。
Based on theoretical analysis and test research, the design requirements of the structures are put forward.
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.
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.
结合工程实例，分析了超高层建筑结构中桩基及主体结构体系选择，探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
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.
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.
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.
采用沿高度方向连续化的方法，建立了框架-剪力墙-薄壁筒斜交结构协同分析的连续化计算模型。
By use of the uniformization technique, a continuous computational model is developed for the analysis of frame-shear wall-thin walled core skew combined structures.
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.
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.
本文研究了顶部带伸臂的框架—筒体结构体系的弹性有侧移稳定。
In this thesis, the elastic stability of the top-outrigger-braced Frame-Tube structures in a sway mode is investigated.
这些结构包括框架、剪力墙、框一剪、框筒和筒体结构。
Frames, shear wall, frame shear wall, frame tube and tube structures are included.
由于自身的受力特点，框架-筒体结构轴向变形差较其他结构型式更突出。
The axial deformation difference between columns and walls in frame-tube is obviouser than other constructions, Because of the constructions stress'character.
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.
当框筒结构裙梁跨高比增大到一定程度以后，剪力滞效应就可以忽略，结构的受力性能与框架相近。
The shear lag effect in frame-tube structures can be neglected when the ratio of beams span to height increases to some degree, and its behaviors comes close to the behaviors of frame structures.
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.
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.
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.
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.
深圳华融大厦的框架筒体结构采用型钢混凝土混合结构框架，可以解决跨度大、梁高受限的问题。
The steel reinforced concrete composite frame structure is chosen in the structural design of Shenzhen Huarong Mansion, because some beams are too long and the height of beams are limited.
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.
通过对框架式筒中筒结构的钢模型试验，建立计算模式。
With the steel model test of framed tube—in—tube structure, the calculated model is established.
该方案不仅能用于中高层建筑，还能用于高层建筑；不仅能用于框架结构，还能用于剪力墙、筒体等结构。
Moreover, the scheme can not only be applied in medium-height buildings and high buildings, but also can be applied in frame structures, shear walls, tubes and the like.
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.
新建部分主体结构采用钢筋混凝土结构，楼层及屋顶大跨部分采用钢桁架结构，形成多筒体-部分框架结构体系。
The new part is built by reinforcement concrete structure, while the steel truss is installed for large-span roof and floors, thereby, two models formed a multi-tube with part of frame structure.
新建部分主体结构采用钢筋混凝土结构，楼层及屋顶大跨部分采用钢桁架结构，形成多筒体-部分框架结构体系。
The new part is built by reinforcement concrete structure, while the steel truss is installed for large-span roof and floors, thereby, two models formed a multi-tube with part of frame structure.
应用推荐