针对M 10型预埋件的塑胶-锥体复合拉伸破坏形态，得出极限拉伸荷载的简化计算公式。
The simplified formula of ultimate tension load is obtained in view of mix plastic-cone tension failure mode of the M10 plastic embedded part.
本文应用奇异函数简化计算具有悬臂端环板的极限荷载。
In this paper, we use singular function method to simplify calculations of limit loads for annular plates with cantilever end.
你将看到将木建筑简化为“盒子”模型以及其对风和地震引起的荷载的预期反应。
You will be shown how a "box" building is modeled and its anticipated response to wind and seismic induced loads.
采用二维平面模型，“以静代动”的荷载简化方法，建立沥青路面永久变形有限元分析模型。
The two-dimension plane model and the simplification of dynamic loading are applied to create the finite element model for asphalt pavement permanent deformation analysis.
本文分析并推求了均布荷载下平面弧形梁的弯矩、扭矩计算公式，并提出弯矩的简化计算方法。
Internal force of curve beam under uniform load is analyzed in this paper, and simplified method of computing moment is given.
并以简化的荷载效应组合概率模型，计算出多台吊车组合时的荷载折减系数。
The load reduction factors of the multiple cranes are estimated with simplified probabilistic model of the load effect combination.
在均布荷载作用下，对钢筋混凝土周边固支等腰梯形板的计算通常都是将其简化成周边固支当量矩形板进行计算。
Calculation method of reinforced concrete isosceles trapezoid slab is experiential arithmetic which simplified isosceles trapezoid into rectangle slab to calculate.
叙述了一种新的承载力简化计算方法，这种方法通过垂直土反力承担抗倾覆弯矩，来考虑垂直荷载对水平承载力的影响。
The influence of the vertical load to the horizontal capacity is evaluated via calculating the overturning force moment borne by the vertical counterforce.
基于对电梯钢丝绳接头荷载的分析，建立了绳头承载简化力学模型，并依此设计出一套高效的绳头性能试验装置。
The simplified mechanics model was built based on analyzing load of wire rope tie-in, and then a suit of high efficient testing equipment on tie-in performance was set up according to ine model.
首先应用小挠度弹性理论，在一些合理简化假设的基础上，推导自平衡索桁架的初始刚度、松弛刚度及临界松弛荷载公式。
Based on the small-deflection elastic theory and some simplified assumptions, the initial stiffness, the slack stiffness and the critical slack load have been derived theoretically.
分析了活荷载作用在各支座截面的传力特性，并提出了合理的简化计算模型。
Meanwhile they study transmission force features that the live load is applied on each support cross-section, and present rational simplified computation model.
本文讨论截面为任意多边形的框筒结构在横向和扭转荷载下的简化计算。
The simplified analysis of framed-tube structures of any polygon-rial section under transverse and torsional loadings is discussed in the paper.
提出多种荷载作用下，简支压型钢板-混凝土组合板承载力的部分剪力连接简化计算方法。
A simplified method is presented for calculating the partial shear connection strength of a composite slab with profiled steel sheeting subjected to loads of various patterns.
在数值计算和参数分析的基础上，提出矩形钢管混凝土压弯构件荷载—位移恢复力模型，延性系数和耗能比的简化计算方法及相关计算公式。
P- restoring force model, simplified calculation methods of ductility coefficient and energy dissipation are given on the basis of integral calculation and parameter analyze for CFRST.
由微分几何基本公式导得圆弧曲线梁中预应力等代荷载的精确公式，预应力钢索在曲梁中竖弯与平弯均较平缓，此时公式可得以简化。
A precise formula for equivalent load of prestressing force in curved girder of arc form is derived from the fundamental formulae of differential geometry.
本文将奇异函数法应用于结构的塑性极限分析，简化计算某些固支环形板的极限荷载。
In this paper, the method of singularity function is applied to the structural plastic limit analysis, and simplified the calculation of limit loads of some annular plates of fixed supports.
通过对简支梁和连续梁等效荷载的分析，说明用荷载平衡方法可简化梁桥的分析和设计。
This paper discusses the equivalent load of simple supported beam and continuous beam to illustrate that the loading balance method can simple the analysis and calculation of girder beam.
在计算节点强度的塑性铰线模型的基础上，建立了不等宽t型方管节点在支杆轴压荷载作用下的刚度模型，推出了刚度简化计算公式。
From a yield line model used for calculating RHS-joint strength, a stiffness model is developed for a stepped T-type RHS joint, and a stiffness formulas is established.
本文介绍了一种求圆弧形曲杆在均布荷载作用下任意截面内力的简化计算方法—等效直杆法。
This paper introduces a simlpe calculating method, of evaluating any section internal force of circular bent rod effected by even load.
本文提出了半刚性连接钢框架位移和内力计算的刚度矩阵法，另外还提出了在水平荷载和竖直荷载作用下内力的简化计算方法。
Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method, hand calculation method has been proposed.
叙述了一种新的承载力简化计算方法，这种方法通过垂直土反力承担抗倾覆弯矩，来考虑垂直荷载对水平承载力的影响。
A new method of capacity calculation is proposed. Overturning force moment loaded on the foundation is borne jointly by the horizontal and vertical counterforce of the soil around the foundation.
叙述了一种新的承载力简化计算方法，这种方法通过垂直土反力承担抗倾覆弯矩，来考虑垂直荷载对水平承载力的影响。
A new method of capacity calculation is proposed. Overturning force moment loaded on the foundation is borne jointly by the horizontal and vertical counterforce of the soil around the foundation.
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