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It has been discussed that the value of improvement factor of part compressive strength, design value of compressive strength in part compressive strength calculation of masonry structure and the antiknock bearing capacity proven of the reinforced brick masonry;and some corresponding suggestions are presented.

就砌体结构局部受压计算中局部抗压强度提高系数、抗压强度设计值的取值及配筋砖砌体构件的截面抗震承载力验算等问题进行了分析,并提出了相应的建议,可供设计时参考。

It is useful to have checks against arithmetical errors.

为防止算术计算中的错误,加以验算是有益的。

Both of them are the normal distance of the tangent plane at the check point on the limit state surface in the generalized stochastic space and the asymptotic formula for Laplace''s integral respectively.

提出了利用广义随机变量空间失效极限状态曲面上验算点处切平面法线和Laplace型积分渐近公式两种确定任意分布的荷载变量相关下结构的可靠指标的新方法,改进了现行防波堤失效概率计算理论。

This is because v1.4.x expects an RVA and i can supply a VA only. v1.5.0+ will try to detect this situation and automagically recompute the entry point.

这是因为v.1.4.x设相了一个RVA并仅可支持VA.v.1.5.0+会探测这种情景并自动验算入口点。

Checking and the setting of camber are to be discussed. Firstly, the categories of scaffolds and applying condition of all kinds of scaffolds are simply introduced. Then structure design for beam -column scaffold over sea, beam-column scaffold on land, beam scaffold over sea, ramp bridge scaffold and column scaffold on land are presented. And corresponding formulas and the finite element analysis software of Midas/Civil are used to check strength, stiffness and stability on these scaffolds in detail. Then calculating methods on construction camber of cast-in-place beam scaffold and setting methods are introduced.

本文简要介绍了现浇梁支架的分类、各种支架的使用条件,然后简述了海上梁柱式支架、陆上梁柱式支架、海上梁式支架、匝道桥梁式支架以及陆上立柱式支架的结构设计;并应用相关公式和大型有限元计算软件MIDAS/Civil对各种类型的支架结构详细进行了强度、刚度和稳定性验算;接着介绍了现浇梁支架的施工预拱度计算方法及设置方法。

According to" Technique Standards of Steel High Building" of China regarding human comfort and the background of Longtan shiplifting pylon, the peak acceleration of tailwind and beam wind and torsion acceleration at the top of the pylon were calculated in this paper.

根据我国《高层民用建筑钢结构技术规范》中关于人体舒适度验算内容,结合龙滩升船机塔柱结构机房的工程背景,分别对其柱顶的顺风向、风向最大加速度及扭转加速度进行计算。

According to " Technique Standards of Steel High Building " of China regarding human comfort and the background of Longtan shiplifting pylon , the peak acceleration of tailwind and beam wind and torsion acceleration at the top of the pylon were calculated in this paper .

根据我国中关于人体舒适度验算内容,结合龙滩升船机塔柱结构机房的工程背景,分别对其柱顶的顺风向,横风向最大加速度及扭转加速度进行计算。

The formula of calculating the overturning resistance of cantilever beam in the Design Code for Brickwork Structures is discussed.

针对砌体结构设计规范中挑梁抗倾覆验算公式的规定,分析了其不足之处,提出了改进的建议。

The results indicate that the cross-correlation of strength parameters f and c affect the reliability index remarkably.

多方案验算结果表明,强度参数f, c的互相关性对可靠指标的影响比较显著:随着相关性从完全独立变化到完全负相关,可靠指标β与ρ的关系基本呈现非线性的增长,涨幅最大达到48.7%。

At last, conclusions are made on design, check and settings of camber about cast-in-place beam scaffolds.

最后,本论文对现浇梁支架的设计、验算及预拱度的设置方法进行了总结。

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In the negative and interrogative forms, of course, this is identical to the non-emphatic forms.

。但是,在否定句或疑问句里,这种带有"do"的方法表达的效果却没有什么强调的意思。

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