framed-tube structure meaning in Chinese
框筒结构
Examples
- Analysis of the overall stability of frame - tube structures under vertical seismic action
竖向地震作用下框筒结构整体稳定分析 - When the frame - tube structure is not so strong , the refuge story and facility story and the reasonable horizontal cantilever should be considered to form the high - rise building having rigid strengthened story . the big horizontal cantilever may be between the tube and frame
框架-核心筒结构当抗侧力刚度不能满足设计要求时，可考虑沿竖向利用建筑避难层、设备层空间，设置适宜的水平伸臂构件，构成带刚性加强层的高层建筑结构。 - Doctor candidate : yan qiwu supervisor : prof . slien pllsheng iii this thesis , a systematic theory on spatial elastic - plastic time - history analysis of reinforced concrete frame - tube structures tinder strong multiple earthquake excitations is established . covering problems about materal , rnember and structural system considering about the nonlinearity of material , geometry and boundary
木文考虑了材料、几何、边界非线性，建立了从材料、构件到结构的一个较为系统的钢筋砼框筒结构在多维地震波作用下的空间弹塑性时程分析理论。 - On the one hand , coupling beams with small aspect ratio are sometimes used due to architectural requirement ; on the other hand , because shear walls in frame - shear walls and frame - tube structures bear most horizontal forces , coupling beams with small aspect ratio need be chosen to guarantee lateral stiffness required
一方面由于建筑上的需要，小跨高比连梁时有所见；另一方面，在框架-剪力墙和框架-核心筒结构中，因其中的剪力墙和核心筒承担大部分水平荷载，故有必要选用跨高比偏小的连梁以保证所需的侧向刚度。 - The regularities of pile - top reaction distribution , the carrying load ratio between pile and raft , the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure , the intensity of the soil under the piles , the length and radius of the piles , the distance between the piles , the thickness and the suspended width of the raft
对竖向荷载作用下的空间筒中筒结构、桩筏基础和地基进行了三维有限元分析。研究整体结构和单片墙结构在上部结构刚度、桩端土强度、桩长、桩径、桩距、筏板厚度、筏板外挑宽度等影响因素变化时的桩顶反力分布规律、桩筏荷载分担比、桩基沉降和差异沉降规律。