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承载力设计计算
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  design of bearing capacity
     Application of artificial neural network to design of bearing capacity of cement mixing piles
     人工神经网络在水泥喷粉桩承载力设计计算中的应用
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  “承载力设计计算”译为未确定词的双语例句
     Design calculations of load - bearing capacities for concrete filled square steel tubular members
     方形截面钢管混凝土压弯构件承载力设计计算
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     The applicability of the design formulae for eccentrically compressed members of high-strength concrete with uniformly distributed re- inforcement or I-shaped steel in the current code (GBJ10-89)is discussed.
     针对现行规范(GBJ10-89)中均匀配筋及配置工形型钢的偏心受压构件正截面承载力设计计算公式,对高强混凝土的适用性进行了讨论。
短句来源
     ^CALCULATION OF PUNCHINC SHEAR STRENGTH OF CONCRETE WAFFLE SLABS
     混凝土密肋板受冲切承载力设计计算
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     DESIGN CALCULATION PROPOSAL OF LOAD - BEARING CAPACITY OF LOCAL COMPRESSION OF POST - TENSIONED CONCRETE
     预应力混凝土局部受压承载力设计计算建议
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     And the method for calculating the normal section flexural load-bearing capacity can meetthe reliability requirements.
     文末对碳纤维加固梁的正截面受弯和斜截面受剪承载力设计计算以及特殊设计要求提出了设计建议。
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     Design and Calculation of Cyclones
     旋风分离器的设计计算
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     The Design of Color Picture Tube
     彩色显像管的设计计算
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     DESIGN CALCULATION PROPOSAL OF LOAD - BEARING CAPACITY OF LOCAL COMPRESSION OF POST - TENSIONED CONCRETE
     预应力混凝土局部受压承载力设计计算建议
短句来源
     ^CALCULATION OF PUNCHINC SHEAR STRENGTH OF CONCRETE WAFFLE SLABS
     混凝土密肋板受冲切承载力设计计算
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     Calculation formula for bearing capacity of RC chimney
     钢筋混凝土烟囱承载力计算
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In this paper,the curved shell finite element method is adopted to analyse the ultimate strength of stiffened plates under compression with different stress gradients as well as the interaction curves P'/P_y'-M'/M_p' of thin-walled box sections and the ultimate strength of axially and eccentrically loaded box columns in consideration of the post-buckling effect of plates.All initial im- perfections are taken into account in analysis.Comparison between the results of the prevailing specifications and the theory...

In this paper,the curved shell finite element method is adopted to analyse the ultimate strength of stiffened plates under compression with different stress gradients as well as the interaction curves P'/P_y'-M'/M_p' of thin-walled box sections and the ultimate strength of axially and eccentrically loaded box columns in consideration of the post-buckling effect of plates.All initial im- perfections are taken into account in analysis.Comparison between the results of the prevailing specifications and the theory of this paper is presented. Errors of the specifications are checked,Equations for calculating the ultimate strength of axially loaded and pure bending stiffened plates and thin-walled box sections are proposed according to the theoretical results.A simple interaction equation is presented for calculating the ultimate strength of eccentrically loaded sections and finally effective design methods for axially and eccentrically loaded columns are suggested,The results of the suggested methods are in good agreement with that of the finite element method.

本文采用曲壳有限单元法计算了具有不同应力梯度的加劲板件的极限强度、薄壁方管截面的P′/P′_y-M′/M′_D相关曲线和轴心及偏心受压方管柱考虑板件屈曲后效应的极限承载力。计算中计入了所有初始缺陷。根据理论计算结果分析了现行规范计算薄壁方管柱所产生的误差及其原因,提出了计算薄壁方管截面在轴压和纯弯矩作用下的极限承载力的计算公式,并给出了计算偏压方管截面极限承载力的相关公式。最后建议了新的受压方管柱屈曲后极限承载力的设计计算方法,共结果与曲壳有限单元法所得结果非常吻合。

Systematic analyses for CFST bending-torsion member are done in this paper by considering different loading paths. 12 tests for the CFST bending-torsion members are finished in ode to prow the correction of the theoretical results,and the experimental results fit the theoretical results satisfactorily. Interaction equation of the bearing capacity for the CFST bending-torsion member is deduced in this paper finally, and this enables strength design formulas for bending, torsion and bending-torsion member...

Systematic analyses for CFST bending-torsion member are done in this paper by considering different loading paths. 12 tests for the CFST bending-torsion members are finished in ode to prow the correction of the theoretical results,and the experimental results fit the theoretical results satisfactorily. Interaction equation of the bearing capacity for the CFST bending-torsion member is deduced in this paper finally, and this enables strength design formulas for bending, torsion and bending-torsion member of CFST to be linked between each other. This is convenient for the practical application.

本文考虑不同加载路径,对钢管混凝土弯扭构件进行了深入系统的理论分析.为了验证理论分析结果的正确性,进行了12个弯扭构件的试验,结果表明,理论分析结果与试验结果吻合良好.论文最后还推导了钢管混凝土弯扭构件承载力相关方程,从而使钢管混凝土纯弯、纯扭和夸扭构件承载力设计计算公式相互衔接起来,便于实际应用。

A simple and complete design method which can be used to calculate the strength of reinforced concrete waffle slabs in punching shear is recommended herein. The validity of the method is verified through experiment.

本文给出了混凝土密肋板受冲切承载力的设计计算方法,方法简单、全面,其正确性得到了试验结果的验证。

 
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