剪力

When the partial composite beams are loaded, the interface of steel and concrete would generate slips. The slips make the assumption of plane cross section disaccorded and decrease the stiffness, so stress and deflection are affected by the slips rather deeply.

部分剪力连接在承受外荷载时，钢与混凝土的交界面上会产生滑移，而滑移使组合截面不符合平截面假定，结构的刚度也会减小，因此截面应力和挠度变形受滑移的影响比较大。

In this paper, the failure modes of shear and working breadth for shear are discoursed.

文中还对板的剪力破坏形态和工作宽度进行了论述。

The I type shear blocks dowelled bidirectional hollow plates are the most widely used.

剪力键式双向空心大板中的Ⅰ型板，是该类空心大板中使用最多的一种板型。

In addition, this paper also considers the nonlinear shoaling correction coefficient proposed by Tsai et al.(2001). The research compares first the wave deformation of sandy seabed and impermeable seabed.

2001所提出的非线性浅化能量因子；该缓坡方程式，包含孔隙弹性介质中孔隙率、土壤剪力模数及土壤渗透率等参数之特性，但亦可蜕化为刚性不透水底床之情况。

The residential units located in Chengdu City area, for the shear wall structure.

该住宅楼位于成都市市区内，为剪力墙结构。

It is a new method to find the displacement function form in analysis of shear lag effect on thin-walled box girder.

为薄壁箱梁的剪力滞效应分析提供了新的思路和方法。

Failure of existing bridge columns such as longitudinal bar fracture, shear failure and bond loss of the lap splice are commonly seen.

损坏型态不一，常见的如挠曲失败、剪力失败及搭接握裹失败等原因。

This paper applies nonlinear finite element method to analyze the behaviors of connections under cyclic load at fist time. Contact elements are set between end plate and column flange, screw cap and neighborhood plane, bolt bar and hole. After verification of FEM, more than 50 species of 10 series are computed.

主要研究了端板尺寸，柱的轴压比，强柱系数，梁端剪力，柱翼缘和腹板尺寸、宽厚比，螺栓的级别、大小、数量、预拉力和排列方式，连接抗滑移系数，端板加劲肋以及柱腹板加劲肋，材性，梁柱截面尺寸效应等对连接滞回性能的影响。

The method avoids deflection of the other displacement function aroused.

文章的最后给出了两个算例，算例表明该方法具有精度高、计算简便等特点，适用于工程实践中剪力滞计算。

Based on numerous sample analyses of high-rise buildings with transfer storey and by considering the effects of various different kinds of structures and different shear wall thicknesses, an appropriate harmful drift angle ratio of no more than 0.9 is put forward as the control criterion of the lateral stiffness of high-rise buildings with transfer storey.

通过对大量不同结构布置、不同剪力墙厚度的带转换层的高层建筑结构的计算分析，将楼层有害位移角比小于等于0.9作为带转换层的高层建筑结构楼层侧向刚度的控制准则。

And Pharaoh spoke to Joseph, saying, Your father and your brothers have come to you.

47：5 法老对约瑟说，你父亲和你弟兄们到你这里来了。

Additionally, the approximate flattening of surface strip using lines linking midpoints on perpendicular lines between geodesic curves and the unconditional extreme value method are discussed.

提出了用测地线方程、曲面上两点间短程线来计算膜结构曲面测地线的方法，同时，采用测地线间垂线的中点连线和用无约束极值法进行空间条状曲面近似展开的分析。