用有限单元法对弹性地基和上部框架进行整体分析,是一种有效的办法。
It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.
“盆式”沉降使上部框架梁主要受剪力和弯矩作用,框架柱主要受轴力和弯矩作用。
The beams are principally suffered with moment and shear force and the columns principally suffered with moment and axial force under basin-shaped settlement.
通过对两种不均匀沉降方式的影响分析,表明不同作用方式对上部框架变形影响差异较大。
Through analysis of the influence of two kinds of non-uniformity settlement, it indicates that the influence of the different settlement on the upper frame have a big difference.
基于对框架剪力墙体系的认识,分析了上部框架-下部框架剪力墙结构在水平地震作用下的变形。
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
研究了支护结构对上部框架结构—筏基—地基的共同作用体系的作用,建立了共同作用体系有限元模型。
The effect of the supporting pile on the interaction system of structure, raft foundation and soil is studied.
它是为编写Flex2或Flex3应用的开发者提供的测试框架,无论这些应用是通过AdobeFlashPlayer在浏览器中部署的,还是通过AdobeAIR在桌面上部署的。
It is a testing framework for developers writing Flex 2 or Flex 3 applications, regardless of whether they are deployed in the Web browser via Adobe Flash Player or on the desktop via Adobe AIR.
变电站上部结构设计状况:框架结构,墙体为200厚空心砌块。
The superstructure of substation is designed as a frame structure, the wall body is built with 200mm thick hollow blocks.
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.
空间自然利用上部的天光,以及建筑前面的滑动玻璃门,其四周是橡木框架并收缩为墙洞。
The space is naturally lit from above by the skylight, as well as the sliding glass door in the front of the structure, which is surrounded by an oak frame and retracts into a cavity in the wall.
作为商住楼的底部二层框架—剪力墙、上部砌体结构的抗震设计方法,在规范中并无涉及。
As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
计算结果表明,在隔震建筑中,上部结构采用框架结构体系,可以实现平面布置灵活,工程造价相对较低,且隔震效果仍然明显。
The result of this example indicate that if the frame system is adopted, the flexible disposal of isolated building , the isolation effectiveness and the lower cost can be achieved.
空间内布置着白色的沙发、金属框架凳子以及安置石墙上部的两幅黑白摄影作品。
The space is finished with white sofas and metal-framed stools, while a pair of black and white prints are propped up on a ledge created by the stone wall.
对底部矩形柱上部异形柱框架结构以及纯异形柱框架结构进行了时程地震反应分析。并对二者分析的结果进行了比较。
Seismic responses of the hetero-column frame with bottom rectangle columns are analyzed by time history method and are compared with the normal hetero-column frame.
底层框架—抗震墙结构是山钢筋混凝土框架、抗震墙和上部砖房两种承重和抗侧力体系所构成。
The Sublayer Frame-shear Structure consists of the two kinds of load-bearing and anti - lateral force system in the reinforced concrete frame, the anti-seismic wall and the upside brick house.
论文上部第二部分为“成本收益框架下的有效金融监管模式”。
In this part, firstly, define the concepts of cost and benefit of financial regulation.
框架为立方体结构,框架的上部设有平行排列的上固定杆。
The frame is a cubic structure. Anupper part of the frame is provided with upper fixed links arrayed in parallel.
杭州湾跨海大桥海中平台结构由浅海高桩平台、上部多层框架以及屋顶异形三层网架组成,结构形式复杂,整体分析难度大。
Taking the Hangzhou Bay Sea-Crossing Bridge offshore platform as an example, the integral analysis of a kind of multi-storey steel building with triple-layer space trusses is introduced.
分析结果表明,7度区六层框架上部两层柱子出铰随竖向荷载的增大而增多,竖向荷载的增大更不利于梁铰机制的形成。
The result of analysis show that there is more yield hinges on the top tow storey columns of 6-storey frame7. It means that the heavy vertical load go against to the beam hinges mechanism of frame.
带转换层的高层建筑结构、巨型框架结构的转换梁和巨型梁上部支承着相当大的质量,对竖向振动会更为敏感。
There are huge masses on the transfer beams of the tall building structures with transfer layers and the mega-beams of the mega-structures, so they will be sensible to the vertical earthquake forces.
对于中低层钢筋混凝土框架结构,结构的变形以剪切变形为主,造成结构的层间位移角底部楼层偏大而上部楼层较小。
For median and low-rise reinforced concrete frame, the structures are dominated by shear deformation, which leads to the story drift of the bottom story large while the upper story small.
对于中低层钢筋混凝土框架结构,结构的变形以剪切变形为主,造成结构的层间位移角底部楼层偏大而上部楼层较小。
For median and low-rise reinforced concrete frame, the structures are dominated by shear deformation, which leads to the story drift of the bottom story large while the upper story small.
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