下梁

To resolve the design difficulties caused by small cross-section, low height of the bridge structure, the key technique problem to the bridge structure should be carried on research and analysis, such as whole calculation model, considering foundation combined action , the reasonable rigidity match to the joint of the girder and pier ,inner force redistribution caused by the system conversion ,the forecast to long-term deformation after building , stress analysis and tectonic steel bar of the anchored serration block , the influence of foundation settlement and anti- earthquake measures . To acquire feasible and reasonable technique parameters and provide the full design basis, according to analytical results adjust and optimize the bridge structure design.

为解决桥梁结构要求截面小，高度低等带来的设计困难，需对该结构的关键技术问题如考虑基础共同作用的整体计算模型、梁墩间的合理刚度匹配、体系转换产生的内力重分布、成桥后的长期变形预测、锚下锯齿块应力分析及配筋构造、基础沉降影响及抗震措施等进行研究分析，以获得技术可行、经济合理的技术参数，为设计提供充分的依据，根据分析结果调整优化桥梁结构设计。

Drop down to hang from the left side of the beam and shimmy around the pillar.

下拉悬挂在梁和周围的支柱摆左侧。

Using the elasticity and the singular integral equation method,an analysis of a pure bending beam containing a rigid linear inclusion is carried out under the Saint-Venant s approximation.

使用弹性力学和奇异积分方程方法，在Saint-Venant近似的精度下，对带有刚性线夹杂的纯弯曲直梁作了分析，求得了夹杂两侧的干扰界面应力及夹杂端点的应力强度因子，结果对带夹杂零件的强度设计有参考价值。

This paper carried out nonlinear finite element analysis of Reinforced concrete two-way thin-slab of frame construction, which received uniformly distributed load and four sides supported with spring beam in the normal stage.

本文对正常使用状态下，框架结构中承受均布荷载的，周边为弹性支撑梁的钢筋混凝土双向薄板进行了非线性有限元分析。

A model of continuous beam with spring supports is put forward to analyse time-dependent structural systems.

针对施工期现浇钢筋混凝土结构的时变性，定义楼板刚度与模板支撑的刚度比为施工时变结构体系的弹性特征值，建立了以施工时变结构体系弹性特征值为参数的现浇钢筋混凝土结构施工受力性能分析的弹性支撑连续梁模型，基于该模型，分析了施工期现浇钢筋混凝土结构的受力特性，发现在特定施工方案下，当施工时变结构体系的弹性特征值较小时，最大施工荷载出现的楼层位置会提前，而拆模时间也会改变最大施工荷载出现楼层的位置；施工时变结构体系的弹性特征值和拆模时间都影响楼层承担的最大施工荷载比率(荷载比率定义为结构承担荷载与楼板自重的比值)；施工期楼层承担的最大施工荷载随楼层位置呈现波动特性，随楼层位置增高波幅逐渐减小，最后趋于稳定。

Continuous beam models with spring supports were set up to model end-plate connections. By comparing the results from tests with those from model analysis, the following conclusions can be drawn: during loading process, the neutral axis moves from the centroid axis to compression zone, not exceeding the center line of bolts inside the compression flange; ultimately, the tension flange and end-plate can be simplified as T-stub on the assumption that the axial forces of bolts in tension zone are equal to each other.

理论计算系建立带弹性支座的连续梁模型模拟端板连接，将模型计算结果与试验结果比较分析，结果表明：加载过程中，螺栓群中和轴逐渐从其形心轴向受压区移动，但不超过受压翼缘内侧螺栓中心线；极限状态下，受拉翼缘和端板可简化为等效T型件。

Faced with the starting post, i was almost unable to move, the landlord for that split from the big paper, he made me could not help but turn to the starting time of the post, each one to see, and appreciates feeling irritable long on a few am, i always wonder whether or not god flexible灵秀in its exterior, as well as enable the people do not know in march meat gives wear residual sound beams, three days we do not feel.

面对楼主的帖子，我震惊得几乎不能动弹了，楼主那种裂纸欲出的大手笔，竟使我忍不住一次次的翻开楼主的帖子，每看一次，赞赏之情就激长数分，我总在想，是否有神灵活在它灵秀的外表下，以至能使人三月不知肉味，使人有余音穿梁，三日不绝的感受。

In the Americas, DTZ delivers capital markets services and solutions to investors through DTZ Rockwood, and occupational real estate solutions to multinational corporates through our US alliance with The Staubach Company.

企业简介DTZ戴德梁行是世界顶尖的国际物业顾问公司之一，业务遍及45个国家，共设有200间分公司，旗下逾11，000名房地产专才为世界各地的投资者、物业用户及其它客户提供国际水平的优质房地产顾问服务，满足他们跨地域的房地产需求。

It follows that the natural frequences of complete system not only reflect the natural frequences of elastic beam tail ro...

由此得到的整个系统的固有频率，既包含了弹性梁在真实动态支承条件下的固有频率，又揭示了该部件对支承基础的反作用。

Based on a through steel concrete rigid frame tie bar arch bridge, a new kind of prestresed steel concrete composite beam with overlapped open plates is introduced.

结合一座下承式钢管混凝土刚架系杆拱桥，介绍一种新型的预应力钢-混凝土空心叠合板组合梁。

She gently rebuff ed him, but agreed that they could be friends

她婉言拒绝了，但同意作为朋友相处。

If in the penal farm, you were sure to be criticized.

要是在劳改农场，你等着挨绳子吧！