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设计载荷
相关语句
  “设计载荷”译为未确定词的双语例句
    Study of designing loadings calculation of anti-slippery pile
    抗滑桩设计载荷计算的初步研究
短句来源
    The paper concluded that safety and stability of multi span plastic greenhouse structure would improve with span number increasing, and that optimized component of multi span plastic greenhouse structure was fit to assemble random span number's structure.
    在相同设计载荷及组合下 ,借助结构有限元分析软件进行理论分析 ,认为塑料温室结构的稳定性和相应的安全性随着连栋数的增加而有所提高 ,因此 ,相应的结构杆件截面优化值 ,对于任意栋数的塑料温室结构具有通用性
短句来源
    Based on analyzing stability of slope by transfering coefficient method,it discusses the calculation method of anti-slippery pile designing loads and builes up fixed method for anti-slippery pile designing loads,which has certain significance for design and application of anti-slippery pile.
    在采用传递系数法对滑坡进行稳定性分析的基础上 ,进行了抗滑桩设计载荷的计算方法探讨 ,并建立了抗滑桩设计载荷的确定方法 ,对抗滑桩的设计及应用具有指导意义。
短句来源
    Engineering structures will confront problems of structure cracks or cracks accumulation.
    工程结构在服役环境中受到设计载荷的作用以及各种突发性外在因素的影响而面临结构损伤或损伤累积的问题,从而使结构在其生命周期内的安全受到威胁。
短句来源
    According to the stress of the key points on the cast-steel joint, the writer observes its working state under the most disadvantage designing load, and traces the full loading-displacement path, then calculates the joint’s ultimate strength.
    通过观察铸钢件内外侧关键部位的应力情况,考察了铸钢节点在最不利设计载荷下的受力状态,并跟踪节点在整个加载阶段的应力变化过程,计算出了节点的极限承载力。
短句来源
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current optimum design concept and method of hoist boom are reviewed and its inherent shortcomings and difficiencies are discovered. A new model for optimum hoist boom structure design, B-P problem is introduced, taken into account bothloadcarrying capability and manufacturing cost. In the B-P problem, the load-carrying capability per unit cost is designated as the evaluation target (target function) of hoist boom structure design, thus solving the dilemma caused by lopsided aim for minimum weight, in determining...

current optimum design concept and method of hoist boom are reviewed and its inherent shortcomings and difficiencies are discovered. A new model for optimum hoist boom structure design, B-P problem is introduced, taken into account bothloadcarrying capability and manufacturing cost. In the B-P problem, the load-carrying capability per unit cost is designated as the evaluation target (target function) of hoist boom structure design, thus solving the dilemma caused by lopsided aim for minimum weight, in determining the reasonable designconditions and rated load by current hoist boom math model.

本文分析了现行的吊臂结构优化设计思想和方法,发现了其本质的不足和缺欠;提出了一种综合考虑承载能力和造价指标的新的吊臂结构优化设计模型——B-P问题。B-P问题以单位造价下的承载力作为吊臂结构设计的评价指标(目标函数),从根本上解决了现行的吊臂结构优化设计数学模型中因单纯追求重量最轻所遇到的无法确定合理的设计工况和设计载荷(起重量)的问题。

With optimized component of multi span plastic greenhouse structure, author established different span number's structure model, and analyzed model structure in the same load condition by use of optimum structural design theory and software of finite element analysis. The paper concluded that safety and stability of multi span plastic greenhouse structure would improve with span number increasing, and that optimized component of multi span plastic greenhouse structure was fit to assemble random span...

With optimized component of multi span plastic greenhouse structure, author established different span number's structure model, and analyzed model structure in the same load condition by use of optimum structural design theory and software of finite element analysis. The paper concluded that safety and stability of multi span plastic greenhouse structure would improve with span number increasing, and that optimized component of multi span plastic greenhouse structure was fit to assemble random span number's structure.

以经过结构优化的连栋塑料温室构件为例 ,建立了不同栋数的结构模型 .在相同设计载荷及组合下 ,借助结构有限元分析软件进行理论分析 ,认为塑料温室结构的稳定性和相应的安全性随着连栋数的增加而有所提高 ,因此 ,相应的结构杆件截面优化值 ,对于任意栋数的塑料温室结构具有通用性

A visco elastic-viscoplastic model with a double yield surface was introduced to simulate the rheologic properties of soft soil.Based on Biot's consolidation equation,a finite element program was presented to compute the settlement of a soft foundation,which was processed with vertical drains.When the additional effective stress and the settlement caused by preloading are bigger than designed values,we suppose that the preloading can be stopped in the calculation of the preconsolidation for vertical drains.The...

A visco elastic-viscoplastic model with a double yield surface was introduced to simulate the rheologic properties of soft soil.Based on Biot's consolidation equation,a finite element program was presented to compute the settlement of a soft foundation,which was processed with vertical drains.When the additional effective stress and the settlement caused by preloading are bigger than designed values,we suppose that the preloading can be stopped in the calculation of the preconsolidation for vertical drains.The result of this research shows that this supposal is reasonable.

用1个带双屈服面的粘弹-粘塑性模型来描述软土的流变性状,并结合Biot固结理论对软土地基的固结沉降进行有限元分析。对竖井预固结地基进行计算,以预压所产生的沉降量及所引起的附加有效应力分别大于设计载荷所引起的最终沉降量和附加应力为终止预压的依据,计算取得了合理结果。

 
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