1) frame-tube structure with outriggers
框筒-伸臂结构
1.
Mechanical and deflection performance of frame-tube structure with outriggers in super high-rise buildings
超高层框筒-伸臂结构受力和变形性能探讨
2) Frame-corewall-outrigger Structure
框架-核心筒-伸臂结构
4) frame tube structure
框筒结构
1.
Construction technology of column joint of frame tube structure;
框筒结构圆柱接头施工技术
2.
In view of cracking phenomena of the floorslabs in frame tube structures,the idealized models were adopted to carry out the parameteric calculations for the stresses and the deformations of the slabs subjected to the action of the differences between the indoor and the outdoor temperatures.
针对框筒结构楼板开裂现象 ,采用理想化模型对结构在内外温差作用下楼板的应力和变形进行参数计算 ,根据计算结果阐述了楼板角部穿透性斜裂缝的开展机理 。
3.
e TBSA),the advatages and the disadvatages of two simplified methods to analyse frame tube structures have been compared on details in this paper,and then their priorities of application have been recommended.
以中国建筑科学研究院开发的空间杆件有限元程序ＴＢＳＡ的计算结果为评判依据，详细比较了框筒结构两种简化分析方法的优劣，并指出了各自适用的范
5) framed-tube structure
框筒结构
1.
According to the behavior of tapered framed-tube structures,that is to be stepped change along height,the variable flexural stiffness of the structures at various levels and shear stiffness of the structures at various levels are expressed by the step function.
根据变截面高层框筒结构的截面沿高度为阶形变化的特点,本文用阶梯函数表达其变截面抗弯刚度和抗剪刚度;并用连续化的数学模型和能量变分原理导出了变截面高层框筒结构在侧向荷载作用下的微分方程组,进而用最小二乘配点法进行求解。
2.
The differential equations of variable section framed-tube structures are derived based on a mathematical model of an equivalent continuum and the energy variational principle.
以连续化数学模型和能量变分原理导出的变截面高层框筒结构的微分方程组为基础;根据变截面框筒结构的截面沿高度为阶形变化的特点,以每个相同截面的层作为一个计算单元,每个单元由微分方程组导出其单元矩阵、截面矩阵和传递矩阵。
6) frame-tube structure
框筒结构
1.
The deformation of frame-tube structure under the lateral load is constituted by both shear and bend deflections.
框筒结构在水平荷载作用下的变形由剪切变形和弯曲变形两部分组成,弯曲变形必须考虑正、负剪力滞的影响。
2.
In this paper, a beam-strip element is constructed according to the special action of corner column demonstrated in frame-tube structure with its stiffness matrix and the formulas for calcu - lating the internal forces of corner column derived .
本文根据角柱在框筒结构中的特殊作用构造了梁条单元，推导了梁条的单元刚度矩阵和角柱内力的计算公式，并将这些改进应用在框筒的平面应力有限条法中，获得了令人满意的角柱主要内力计算结果。
3.
Deep beams and denser columns are basic forms of frame-tube structures.
框筒结构的基本形式是由密布的外围宽柱和深群梁组成的筒体结构。
补充资料：前伸峰、伸舌头峰
分子式：
CAS号：
性质：又称前伸峰、伸舌头峰。前沿平缓，后沿陡峭的不对称色谱峰称前沿峰。与非线性吸附等温线相对应的色谱峰，可能出现在前延峰。
CAS号：
性质：又称前伸峰、伸舌头峰。前沿平缓，后沿陡峭的不对称色谱峰称前沿峰。与非线性吸附等温线相对应的色谱峰，可能出现在前延峰。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条