荷载

采用这个定义，对确定临界荷载是有用处的。

We shall find this definition useful for the determination of the critical load .

预制RC构件可靠度分析与验证荷载法

Reliability analysis of prefabricated reinforced concrete components and proof load method

动荷载是由于地震力、不稳定的风、冲击波，往复式机器所产生

Dynamic loading is produced by seismic forces , non-steady wind , blast , reciprocating machinery .

饱和地基中埋置点源荷载的动力Green函数

Dynamic Green 's functions of saturated soils subjected to the internal excitation

PCC单桩复合地基荷载沉降计算

Calculation about Load and Settlement in PCC Odd Pile Composite Foundation

应用有限元程序ANSYS进行了薄膜结构的找形分析和荷载分析。

This paper presents a theoretical investigation for the form finding and the loading analyses of membrane structures by using the finite element package ANSYS .

应用POD法识别作用在结构表面的脉动风荷载的时频域特性。

The proper orthogonal decomposition ( POD ) technique was applied to identification random wind pressure time or frequency domain specific property .

利用加荷&减荷试验，研究了EPS材料在重复荷载作用下的变形力学特性；

The mechanical deformation properties of the EPS was discussed under the conditions of loading and unloading an the samples .

用Taylor二阶展开随机有限元法分析围护桩整桩的位移和弯矩可靠度随地面荷载等变量变异系数变化规律；

Taylor second-order series method analyses the reliability of pile 's displacement and moment varying along with ground load and other parameters ;

阐述了作用于PC轨道梁桥结构上的荷载，曲线PC轨道梁的内力计算，预应力计算，应力计算及组合。

The article have expounded the load acting on PC single track beam , and the calculation of curved PC single track beam including force , prestress and the stress etc.

用Galerkin法求解方程并获得整体结构的最小临界荷载。

The Galerkin method has been employed in solving the equations and a minimum monolithic critical load has been obtained .

用SEM和TEM观察了材料的显微结构，指出弯曲强度增加是由于荷载从基体转移到晶须。

The microstructure examined by SEM and TEM indicates that the increase in bending strength is found to be dependent on the load shift from matrix to the whisker .

通过试验，得到了在荷载作用下Q3马兰黄土、Q2离石黄土土体中孔隙被压密各个阶段清晰的CT照片及土样剪切过程中各阶段的CT数据。

Through test , CT images and values including the whole process of Q_3 Malan loess and Q_2 Lishi loess under the different states were obtained .

通过ANSYS软件模拟了单调荷载作用下钢筋混凝土试验框架柱的荷载&位移曲线，并与相应的试验结果进行比较分析。

Load-displacement curves of reinforced concrete frame columns under laterally monotonic load were simulaed by ANSYS software in this paper , and the analysis results were compared with the experimental results .

对于压弯构件，修正后其临界荷载的变化还与因子（1&N／NE）的平方有关。

For beam-columns , the variations of the critical loads , besides EIx and EIy , depend also on the square of factor ( 1-N / NE ) .

同时运用动力学突加荷载的原理，推导分析了预应力钢绞线式（钢棒连接式）落梁防止装置设计承载力的计算方法和设计伸长量SF的取值；

At the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling-off prevention structures of highway bridges .

利用ANSYS软件分析了套筒式钢管混凝土梁柱节点的承载性能，同时进行了采用力位移混合加载控制的节点承载力低周反复荷载试验。

The software ANSYS is used to calculate the bearing performance of concrete filled steel tubular column to beam connection using sleeve , and the low cycle loading tests of the connections are conducted .

对无泥型软弱层带在动荷载下的强度试验表明，天然含水状态下，软弱层带从静荷载至动荷载，显示出内聚力C减小幅度较大，而内摩擦角φ反而有所增加；

Through analyzing the dynamic strength testing data , it is found that under natural moisture state , the cohesion C of the interbed is reduced when compared with its static value , and on the contrary , its internal friction angle φ exhibits an increase .

将桩端荷载进行简化得到了下卧层的加载模式，利用Laplace变换法求解下卧层固结变形。

The load of pile tip is simplified the linear loading for the sublayered soft soil layer of the pile foundation and the consolidation problem of the sublayered soft soil layer is solved by Laplace transform method .

利用傅里叶积分变换、三角级数和复变函数等方法，求得了双向非对称配筋、板边简支CRCP在静荷载作用下位移和应力的解析解。

The static solution for displacements and stresses of CRCP with unsymmetrical reinforced in tow dimension and simply supported edges is obtained by using triangular series and Fourier transformation .

首先建立单层球壳结构动力稳定判定准则，进而对K8型单层球壳结构在三种简单荷载作用下的动力稳定性进行分析。

Judgment criteria is presented for dynamic stability of single layer reticulated shells , which is employed to analyze dynamic stability of k8 single layer reticulated shells under three simple loads .

通过SAP2000软件能很好的了解到支撑架在复杂荷载下的整体受力和变形情况，并和概率极限状态计算法的计算结果进行了比较。

The paper emphasizes the computation of the formwork-support , makes a half-rigidity model to simulate the formwork-support by SAP2000.We can know the whole construction 's distortion by it .

采用伪力法和叠加原理，结合所求的基本解，给出了含中心斜裂纹的岩石类材料在压缩荷载作用下的应力强度因子（SIF）的解法。

With the aid of the pseudo-traction method , the superposition technique and the presented fundamental solutions , a method to obtain the stress intensity factors ( SIFs ) for materials such as rock with central inclined cracks under compressive loading is proposed .

采用了新的开挖荷载计算方法，并在ADINA程序的基础上编制了一个能模拟实际开挖全过程的空间有限元分析程序；

The new method of predicting loading during excavation is used in this paper . Consequently , according to the ADINA program , a finite element analysis procedure able to simulate all the stages during construction of practical excavation is programmed .

采用有限子层剪滞模型，并结合线弹性断裂力学，首先研究了正交叠层板在受到沿0o层方向的拉伸荷载作用下，90o层中产生横向初始开裂问题。

The transverse initial-failure in cross-ply laminates loaded in 0 degree fiber direction is first studied using the shear-lag model of finite sub-layers and incorporating the linear elastic fracture mechanics .

利用弹性力学的Mindlin解，推导得到顶管正面附加推力、掘进机和后续管道与土体之间的摩擦力在相邻水平平行管道上引起的附加荷载计算公式。

The computing formulas of superimposed load on adjacent level parallel pipe induced both by bulkhead additive thrust , force of friction between shield and soil , and force of friction between follow-up pipes and soil are derived from the Mindlin solution in elastic mechanics .

对于非对称荷载，等效长度可取0.72S（S为半跨拱轴线弧长）、采用拱脚截面内力作为作用力；

Take 0.72S ( the arc length of the arch axis ) as the equivalent length and the inner forces at the springing section as the acting forces when the arch loads are asymmetrical ;

结构荷载效应的分布概型及其数字特征

The probability distribution and characteristic number of load effects on structures

连续框支墙梁竖向荷载作用下正载面抗弯承载力分析

Study on calculation for frame-supported continuous masonry wall under vertical load

对于结构负风压，按规范计算的值比按统计方法得到的计算值大，应作为设计荷载。

The larger values should be used as the design load .