斜撑

The results computed by Algor and TAT with the combination of model response analysis method and the time history analysis method are given respectively.

计算结果表明：采用不同的计算方法与计算程序得到的斜撑框架结构体系的自振特性相差较大，而结构的内力相差不大；目前的商用软件如TAT可适用于斜撑框架结构的工程设计。

This paper presents natural vibration experiment and sine excitation experiment of the frame with different energy dissipation braces （the little character brace or the unidirectional diagonal brace or the little- character-toggle-brace）and compared their capability of energy dissipation.

介绍了空框架以及附加单向斜撑、小八字撑以及小八字曲拐撑的4种结构的自由振动试验以及正弦稳态激振试验，比较了其消能能力。

There are three main types of shoring – raking, flying and dead shore.

主要有三种类型的支撑，斜撑、横撑和顶撑。

This paper is the results of a 3 year research program for sprag overrunning clutch. It introduces research background of the paper, research states of in home and abroad, major research content, classifying and operating principle of sprag overrunning clutch. A method is discussed for sprag overrunning clutches design, including configuration design, force analysis and FEA. A computer program is developed and applied to the h-tech project.

本文首先简要介绍了论文研究的背景、国内外的研究现状、主要研究内容、超越离合器的分类和斜撑超越离合器的工作原理；然后，详细阐述了运用现代先进技术开发高速斜撑超越离合器的结构设计方法、受力计算方法和有限元分析方法。

The research, therefore, aimed to investigate buckling strength and inelastic compressive behavior of the gusset plate with various geometry, edge stiffeners, and boundary conditions. A parametric study was performed by the general purpose nonlinear finite element computer program ABAQUS.

因此本研究将著重在研究钢骨消能斜撑系统之接合板受轴压力下之力学行为，以有限元素分析程式ABAQUS分析含挫屈束制钢骨消能斜撑之一层楼构架之强度及行为，并针对其加劲板进行有限元素分析之参数研究，藉由改变其加劲板的尺寸与后度来探讨对接合板强度之影响。

The arrangement of braces is X type. The braces is H175x175x11x7.5, same as the second test of TCBF. Because of additional knife plates, the braces length in this test is a little shorter than the second TCBF test. The gusset plate design use the UFM instead of ellipse bending design method.

试体高6.66公尺，宽6.7公尺，斜撑排列形式为大X形，斜撑尺寸为H175x175x11x7.5，与第二次TCBF试验采用之斜撑相同，但本研究因需配置额外的连接板而使得斜撑长度略短，接合板则采用规范建议之UFM进行设计，与第二次TCBF椭圆形凹折设计不同。

Help the discussions above is useful for the relative research in the future. From experiment, we found the gussets buckle without stiffeners. After adding stiffeners at the edges of gusset, the buckling of gussets never occurred.

试验过程当中发现斜撑之接合板在未加劲之下会产生挫屈的现象，而在加劲过后挫屈现象便受到有效的控制，分析中发现亦可以缩短斜撑端部与所接梁柱之距离来避免接合板挫屈的发生。

There are three main types of shoring – raking, flying and dead shore.

主要有三种类型的支撑，斜撑、横撑和支撑柱。

A raking shore can do almost anything a flying shore can do with a lot less fuss.

一个斜撑可以做几乎任何横撑可以做的事情。

A raking shore can do almost anything a flying shore can do with a lot less fuss.

一个斜撑可以几乎替代横撑，也省去很多麻烦。

Breath, muscle contraction of the buttocks; arch body, as far as possible to hold his head, right leg straight towards the ceiling (peg-leg knee in order to avoid muscle tension).

呼气，收缩臀部肌肉；拱起身体，尽量抬起头来，右腿伸直朝向天花板（膝微屈，以避免肌肉紧张）。

The cost of moving grain food products was unchanged from May, but year over year are up 8%.

粮食产品的运输费用与5月份相比没有变化，但却比去年同期高8％。