本文将有限元法用于高层筒体结构的整体稳定分析。
In this paper, the finite element method is used for overall stability analysis of tall building tubular structures.
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.
用连续-离散化方法分析高层建筑筒体结构的动力特性。
A discretized method of an equivalent continuum is used for analysis of dynamic behaviors of tall building tubular structures.
但在筒体结构强度设计计算中此项冲击力是忽略不计的。
But such force is ignored in structure design and strength calculation.
本文提出了一个筒体结构在任意荷载作用下的弯-扭分析方法。
A bending-torsion analysis method of tube structures under the action of arbitrary loads is developed in this paper.
本文为高层建筑筒体结构动力特性分析提供了一个简化计算模型。
In this paper, a simplified calculation model has been proposed for analyzing the dynamic characteristics of tube in tube structure.
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.
可用于高层筒体结构及剪力墙结构等的空间稳定及二阶位移分析。
The Minimum Potential Energy Principle is used to set up the equations of stability and second-order displacement analysis.
基于弹性理论，对超长筒体结构中环向预应力的建立与分布进行了研究。
Based on the elastic theory, the establishment of super-long tubes of ring pre-stress was studied.
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.
介绍了采用控制爆破技术拆除16层和18层剪力墙筒体结构楼房的成功实例。
This paper introduces the practical example of successfully demolishing 16 - and 18-storeyed buildings with shear wall tube structure by controlled blasting.
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.
该方法适用于任意平面形状的高层建筑筒体结构及剪力墙结构的稳定及二阶位移分析。
This paper combines the column shell curvilinear strip with the slab plate strip to analyse the overall stability and second-order displacement of tall tubular structures.
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.
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.
国家大剧院歌剧院舞台通道为超高大筒体结构，采用JFYM50整体提升液压爬模体系施工。
The construction of the JFYM50hydraulic climbing form system with integral lift-up is adopted.
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.
分析了焦炭塔的受力情况和产生疲劳破坏的主要原因，认为焦炭塔下部裙座和筒体结构不连续是主要原因。
Stress on the coke drum and the main cause of fatigue rupture creation has been analyzed and it is held that un-connected structure of the skirt and coke drum is the main cause.
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.
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.
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.
球面瓦是磨机的重要机件之一，两只静止的球面瓦要支承着几百吨重的旋转筒体运动，故其结构有着特殊要求。
The globe bearing of grinder is one of the important part for its great weigh support, special structure requirement and special surface machining which should be simple and practical.
搅拌筒为带衬板结构，搅拌机架体使用寿命长。
Stir cylinder liner for the band structure, mixer body is long life.
建立了高压容器筒体与封头结构的有限元分析模型。
The finite element analysis model of cylinder and vessel head structures was established.
介绍了超薄壁，大直径，长筒体，纵、环缝自动焊接系统的结构、组成、工作原理及设计的主要特点。
The structure, constitute, working principle, and design feature of automatic welding system which pro- duces extra- thin, large diameter, long tube, and longitudinally or circle weld are introduced.
调整了筒体倒锥体的角度及环缝隙的距离，并改进了搅拌器的分散叶片的结构和制作。
The Angle of conical structure and the distance of round aperture were adjusted, the structure and production of distribution blade of blender were improved.
本文在梁柱单元、单片墙单元的基础上提出了一种筒体墙单元，并将此单元应用于高层混凝土结构推覆分析中。
In this paper, based on beam-column element and single slice wall, a tube wall element is proposed, and is applied to push-over analysis for tall concrete structures.
并且论述了筒体变形对结构塑性极限荷载的影响。
The shrinking deformation is the key factor which causes forming non -loading cracking of concrete structure.
这种加热炉的技术关键在于筒体按常压结构设计，采用了超导热管和波纹管强化传热材料，大幅度提高了热效率。
The heater body is designed with a atmospheric pressure structure, which adopts superheat pipes and corrugated pipes to improve greatly its heat efficiency.
这种加热炉的技术关键在于筒体按常压结构设计，采用了超导热管和波纹管强化传热材料，大幅度提高了热效率。
The heater body is designed with a atmospheric pressure structure, which adopts superheat pipes and corrugated pipes to improve greatly its heat efficiency.
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