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ultimate bearing capacity analysis
相关语句
  极限承载力分析
    The Elastoplastic Ultimate Bearing Capacity Analysis of Roof Structure of Beijing Olympic Ping-pong Gymnasium
    北京奥运会乒乓球馆屋盖结构的弹塑性极限承载力分析
短句来源
    Ultimate Bearing Capacity Analysis of Externally Prestressed RC Beams Based on Deflection
    基于挠度的体外预应力RC梁极限承载力分析
    Ultimate Bearing Capacity Analysis of Y-shape Girder of Roof Steel Structure of Shanghai South Railway Station
    上海南站钢屋盖Y形主梁极限承载力分析
短句来源
    For long span reinforced concrete arch bridges,it is nonlinear characteristics of material and geometric during its deformation and instability. The ultimate bearing capacity analysis on the basis of the finite deformation theory and the strees-strain relationship of concrete for reinforced concrete arch bridge is presented in this paper. The results of model tests for reiforced concrete arch have shown that the test results were in good agreement with the theoretical analysis.
    本文针对大跨度钢筋混凝土拱桥结构在变形、失稳破坏期间产生的几何非线性和材料非线性的特性,采用有限变形理论和混凝土的本构关系,对钢筋混凝土拱桥进行了极限承载力分析,并以钢筋混凝土拱的模型试验结果验证了理论分析结果.
短句来源
    This paper introduces the structural type and loads calculation of the roof of Beijing Olympic Ping-pong Gymnasium and mainly performs the ultimate bearing capacity analysis. In addition,the influence of prestress,the length of struts and support conditions are discussed.
    介绍了北京奥运会乒乓球馆屋盖的结构形式、荷载取值等,着重进行了弹塑性极限承载力分析,并分析了预张力、下撑杆长度、边界条件等参数对结构极限承载能力的影响。
短句来源
  “ultimate bearing capacity analysis”译为未确定词的双语例句
    ULTIMATE BEARING CAPACITY ANALYSIS AND PROPOSAL OF FORMULA FOR LAPPED TUBULAR K-JOINTS
    K型搭接节点承载力性能分析及建议公式
短句来源
    Ultimate Bearing Capacity Analysis of Circular Tubular KK-Joints by Finite Element Method
    空间KK型钢管相贯节点极限承载力有限元分析
短句来源
    ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN
    干煤棚网壳结构极限承载能力分析及其合理设计
短句来源
    This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure form that can still hold the short term load.
    通过对发生局部破坏的干煤棚网壳结构进行极限承载能力分析 ,采用短期荷载组合对受损网壳的极限承载能力进行核算 ,继而得出结构的极限破坏形式。
短句来源
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For long span reinforced concrete arch bridges,it is nonlinear characteristics of material and geometric during its deformation and instability.The ultimate bearing capacity analysis on the basis of the finite deformation theory and the strees-strain relationship of concrete for reinforced concrete arch bridge is presented in this paper.The results of model tests for reiforced concrete arch have shown that the test results were in good agreement with the theoretical analysis.

本文针对大跨度钢筋混凝土拱桥结构在变形、失稳破坏期间产生的几何非线性和材料非线性的特性,采用有限变形理论和混凝土的本构关系,对钢筋混凝土拱桥进行了极限承载力分析,并以钢筋混凝土拱的模型试验结果验证了理论分析结果.

This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure form that can still hold the short term load. The result indicates that safety factor of the reticulated shell structure is rather high and that the reticulated shell structure is a kind of rational space structure. Furthermore some...

This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure form that can still hold the short term load. The result indicates that safety factor of the reticulated shell structure is rather high and that the reticulated shell structure is a kind of rational space structure. Furthermore some advices to improve the design of the reticulated shell structure are put forward and can be helpful to designer.

通过对发生局部破坏的干煤棚网壳结构进行极限承载能力分析 ,采用短期荷载组合对受损网壳的极限承载能力进行核算 ,继而得出结构的极限破坏形式。结果表明 ,网壳结构具有较高的安全储备 ,是一种合理的空间结构。同时提出了一些改进壳体结构设计的建议 ,可供设计人员参考

This paper introduces the structural type and loads calculation of the roof of Beijing Olympic Ping-pong Gymnasium and mainly performs the ultimate bearing capacity analysis.In addition,the influence of prestress,the length of struts and support conditions are discussed.

介绍了北京奥运会乒乓球馆屋盖的结构形式、荷载取值等,着重进行了弹塑性极限承载力分析,并分析了预张力、下撑杆长度、边界条件等参数对结构极限承载能力的影响。

 
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