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The analysis considering temporary supports indicates that the real response of structure can be shown more veraciously. Because of the temporary supports' effects, the components' internal forces and displacements of non-supports structure are different from the ones of structure considering supports. Besides, the amplitude of force for some particular component varies a lot, and it's indispensable to check the intensity and stiffness of structure in construction.

研究表明:考虑临时支撑对弦支穹顶结构的影响可以更贴切地体现结构施工过程中的实际响应,随着预应力张拉的进行,个别构件内力变化幅度非常大,对结构进行施工阶段的强度、刚度等验算显得尤为重要。

At present, the total space structure is divided into horizontal and vertical component and these two parts will be calculated individually. There is much irrationality in this method.

目前设计上还把整个空间构件分别简化为水平构件和竖向构件进行验算,存在很大的不合理性。

The paper introduces the state of hydraulic cylinder voidance ,by contrast adoptting bore enlarge repair cylinder.

介绍了液压缸体的失效状况,通过对比采用扩镗方法修复缸体,并介绍了液压缸体扩镗的工艺过程,对其进行强度验算

How to determine parameters of ground motion is emphasized. Time-progress analysis is adopted to accessional calculation on more seismic design and elastic-plastic deformation on rarely seismic design.

重点讨论了甲类建筑在抗震设计时地震动参数的选用、采用时程分析法进行多遇地震下的补充计算和罕遇地震下的弹塑性变形验算

Finally, the foundation design includes the backfilling plate design and selecting and checking the independent foundation.

基础设计进行了底板设计及独立基础的选型和验算

The calculation of steel bar used in the shear wall,the choice of reinforcement,the biaxially eccentric loading ,and the generation of working drawings are discussed.

介绍了钢筋混凝土剪力墙构件设计时进行配筋、选筋、双向弯曲验算以及施工图自动生成的方法,这些算法已在广厦结构CAD系统和广厦三维墙元分析程序SSW软件中实现,并广泛应用于民用建筑的剪力墙设计和施工图生成,实践表明算法是有效

The mechanism of stabilization and the strength creasing of the mixture are studied with the help of the results of XRD and SEM photos.

最后测试了最佳配合比混合料的回弹模量,并进行了实际工程设计验算,证实了使用的可行性和优越性。

Different from ordinary highrise structures,it is required to check the out of plan endurability of wall in structure analysis of wind tower.

在结构计算中验算壁板、墙肢平面外承载能力,是井塔有别于一般高层建筑结构的特殊要求。

Selection of minning technology,support method and parameters of medium-thick seam is introduced.

介绍了中厚煤层一次采全高的回采工艺、支护方法和具体参数的选择,即工作面回采时不留底煤,增加煤炭回收率,对支柱布置形式进行改进,并在理论上进行安全系数验算

C. slab—column structures, presents a proposal expressed by nomial tension stress.

提出了用简单名义拉应力表达的平板—柱结构裂缝控制及验算建议。

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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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