• 有限单元对弹性地基上部框架进行整体分析一种有效办法。

    It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.

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  • “盆式”沉降使上部框架主要剪力弯矩作用,框架主要受力和弯矩作用。

    The beams are principally suffered with moment and shear force and the columns principally suffered with moment and axial force under basin-shaped settlement.

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  • 通过不均匀沉降方式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.

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  • 基于框架剪力体系的认识,分析上部框架-下部框架剪力墙结构水平地震作用的变形。

    The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.

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  • 研究支护结构上部框架结构—筏基地基共同作用体系作用,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.

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  • 编写Flex2Flex3应用开发者提供测试框架无论这些应用通过AdobeFlashPlayer浏览器部署的,还是通过AdobeAIR在桌面

    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.

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  • 变电站上部结构设计状况:框架结构,墙体200空心砌块

    The superstructure of substation is designed as a frame structure, the wall body is built with 200mm thick hollow blocks.

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  • 上部结构采用框架-核心结构体系

    The frame core-tube system is applied in the upper structure.

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  • 空间自然利用上部天光,以及建筑前面滑动玻璃门四周橡木框架收缩为墙洞

    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.

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  • 作为商住楼底部二层框架剪力上部砌体结构抗震设计方法规范中并涉及。

    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.

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  • 计算结果表明,在建筑中,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,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.

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  • 空间布置白色沙发、金属框架凳子以及安置石墙上部两幅黑白摄影作品。

    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.

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  • 底部矩形上部异形框架结构以及纯异形柱框架结构进行地震反应分析。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.

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  • 底层框架抗震结构是山钢筋混凝土框架抗震上部砖房承重体系构成

    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.

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  • 论文上部第二部分为“成本收益框架有效金融监管模式”。

    In this part, firstly, define the concepts of cost and benefit of financial regulation.

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  • 框架立方体结构框架上部设有平行排列的上固定

    The frame is a cubic structure. Anupper part of the frame is provided with upper fixed links arrayed in parallel.

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  • 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.

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  • 分析结果表明,7度区六框架上部柱子竖向荷载增大而增多,竖向荷载增大不利于梁机制的形成。

    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.

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  • 转换高层建筑结构巨型框架结构转换巨型上部支承着相当大的质量竖向振动更为敏感。

    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.

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  • 对于低层钢筋混凝土框架结构结构变形剪切变形为主造成结构位移底部楼层上部楼层较小。

    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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  • 对于低层钢筋混凝土框架结构结构变形剪切变形为主造成结构位移底部楼层上部楼层较小。

    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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