framed-tube structure中文是什么意思

• 框筒结构

• "frame"中文翻译    n. 1.机构；组织；系统。 2.结构，框架，构架，骨架 ...
• "tube"中文翻译    n. 1.管，筒；颜料管。 2.管状地下隧道；〔口语〕( ...
• "structure"中文翻译    n. 1.构造，结构；组织；石理，石纹。 2.建造物。 ...
• "framed structure" 中文翻译 :    构架结构; 骨架结构; 框架结构
• "externally framed structure" 中文翻译 :    外肋骨结构
• "framed structure analysis program" 中文翻译 :    构架结构分析程序
• "framed-structure analysis program" 中文翻译 :    框架结构分析程序
• "fully rigid framed structure" 中文翻译 :    全刚性框架结构
• "portal framed structure" 中文翻译 :    门架式结构; 门式刚架结构
• "portal-framed structure" 中文翻译 :    门架结构
• "rigid-framed structure" 中文翻译 :    刚架结构
• "steel framed structure" 中文翻译 :    钢架结构; 钢框架结构
• "structure framed beam" 中文翻译 :    撑架式梁
• "structure framed bridge" 中文翻译 :    撑架式桥
• "water filled steel framed structure" 中文翻译 :    充水钢框架结构
• "tube structure" 中文翻译 :    管状结构; 简体结构; 筒体结构
• "tube in tube structure" 中文翻译 :    筒中筒结构
• "tube-in-tube structure" 中文翻译 :    筒中筒结构
• "be framed" 中文翻译 :    遭到陷害
• "framed" 中文翻译 :    被陷害,遭栽赃; 沉底鳄; 构成的; 构架式的; 加外框; 框架坝 框架建筑 榫构合 榫构合; 框架的; 模框的; 有肋骨的; 遭到陷害的; 榫构合的
• "bundled tube structure" 中文翻译 :    成束筒结构
• "core tube supported structure" 中文翻译 :    核心筒悬挂结构; 截面核芯面积
• "double ended structure tube" 中文翻译 :    二端出线式电子管
• "frame tube structure" 中文翻译 :    单框筒结构; 框架-简体结构
• "multi-tube supported suspended structure" 中文翻译 :    多筒悬挂结构

• 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。
• Based on this theory , the thesis conducts a space dynamic analysis on a framed - tube structure that has different belted outrigger plans . the main contents of the analysis are listed out as below : ( 1 ) on the basis of the fea theory , uses the general fea software ansys to set up a structure model
  本文依据此理论，对一框架?筒体结构，按不同的加强层设置方案，进行了空间有限元动力分析，做了以下几方面的研究： ( 1 )采用大型通用有限元分析软件ansys ，依据有限元理论，选取合适的单元模拟结构各构件，建立起结构有限元分析模型。
• Outrigger - braced structures as a modification of framed - tube structures is widely used in high - rise buildings , for it has a outstanding merit to improve the lateral stiffness , reduce the floor displacement and lessen the moment of the tube . many theories on this aspect have been put forward
  在高层、超高层框架?筒体结构中设置水平加强层，是提高结构的抗侧刚度，减小结构在水平荷载作用下的楼层位移，降低筒体弯矩的有效手段，在实际工程实践中得到了广泛应用。
• The principles of reasonable setting and construction measures and design outlines of frame - tube structure with rigid strengthened story are presented in the seismic region . finally , the design theories of stiffness strengthened story succeed to be applied on a project using the structural concept design in this paper
  针对其动力反应的特点，提出了抗震地区带刚性加强层框架-核心筒合理布置原则及结构构件抗震加强措施，以及在地震区采用带加强层的框架-核心筒结构的设计要点。