很明显，这可能会导致巨大的集中荷载。
It is obvious that this can cause tremendous concentrated loads.
应用塑性理论对集中荷载作用下的点支承单格无梁板作分析。
Plastic theory is applied to analyse the corner supported single rectangular non beam slab with concentrated load in this paper.
分析了水平集中荷载作用在半空间饱和土表面时的瞬态问题。
The transient dynamic response of horizontal loads on the surface of saturated soil was studied in this paper.
分析表明，横向剪切变形对钢筋混凝土厚板及集中荷载的影响很大。
The analyses show that the transverse shear deformation effect has a significant influence on the thick reinforced concrete slabs and the concentrated load condition.
本文讨论在集中荷载和均布荷载联合作用下搁支矩形板的弯曲问题。
The problem of bending of rectangular plates with rest-on edges under the combined action of concentrated load with uniform distribution load has been discussed.
本文对集中荷载作用下，上下正交异性配筋的钢筋砼板进行了极限分析。
Tn this paper , a ultimate A analysis was presented for upper and lower orthotropic reinforced concrete plate acted by a concentrated load.
高速磁悬浮列车过桥为移动的均布荷载过桥，它与铁路车辆集中荷载过桥不同。
The passing of high speed maglev over bridges features equalized traveling load instead of centralized load of common trains.
在均匀压力、径向集中荷载、正交集中荷载作用下圆形环梁的在平面屈曲问题。
The in-plane buckling of Ring Structure under uniform pressure, radial concentrated forces, orthogonal forces, radial cable forces and under orthogonal cable forces.
集中荷载作用下，具有较大跨宽比的悬臂箱梁的附加弯矩分布具有明显的局部性质。
Additional bending moments in the cantilever box girder with a large span width ratio are distributed locally under concentrated loads.
在试验的基础上提出了集中荷载作用下轻骨料混凝土梁受剪承载力计算公式的模型。
Based on the experimental results, the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.
介绍了采用反算法计算悬挂运输设备轨道的容许集中荷载标准值的公式及其应用图表。
Formula for calculating standard values of allowable concentrated loads in railway of hanging lifting equipment is introduced by using reversed calculation and their application.
固支端保持为塑性铰，集中荷载作用点附近塑性区扩展而固支端附近塑性区卸载阶段。
The fixed end behaves as a plastic hinge, and the plastic region near the point where the concentrated load acts is developing, while that near the fixed end unloading.
并就弹性阶段，得到了试验梁跨中作用集中荷载时，弯曲挠度与剪切挠度之间的相对增长关系。
Furthermore, at the elastic stage, relationship between the bending deformation and shear deformation of test model under the inter-concentrated load was showed.
阐明了单元刚度矩阵以及在上层梁单元作用竖向集中荷载或分布荷载下单元节点荷载列阵的形成。
The formulation for element stiffness matrixs, and vectors of nodal of element with the upper beam element subjected to either vertical concentrated load or distributed loads is illustrated.
对于在移动集中荷载组作用下的连续梁，应用这些公式，可求得最不利载荷位置和最大绝对弯矩。
According to these equations, both the most unfavorable loading location and the maximum absolute bending moment of continuous beam loaded under a group of movable loads can be found.
立柱的结构，例如材料，尺寸，高度，立柱的间距，安装的型式等都是水平集中荷载的设计参数。
The structure of stanchions, such as materials, dimensions, height, space and fixing types are all the design parameters for the horizontal concentrated load.
为此，本文着重对受集中荷载的外贴碳纤维或钢板条带的钢筋混凝土加固双向板的受力性能进行了试验研究。
Therefore, experimental study on the behavior of the strengthened two-way slabs bonded with strips made of CFRP or steel and subjected to a central patch load was carried out by the authors.
为此，本文着重对受集中荷载的外贴碳纤维或钢板条带的钢筋混凝土加固双向板的受力性能进行了试验研究。
So far, a great deal of research work has been done for RC beams strengthened by bonded CFRP or steel plate, but only rather little for two-way RC slabs.
在粘贴片材加固的混凝土梁的锚固端应力计算公式的基础上，对集中荷载和均布荷载作用下的梁进行参数分析。
Based on the formula for calculating the stress at the plate end of a rc beam strengthened by plate with arbitrary forces, the parameter analysis is presented.
方法适用于不等大小、不等间距、不同方向集中荷载作用下的线天线悬吊索，可以保证天线施工后的成型良好。
This method applies to the wire antenna's rope slings influenced by focus forces with different strength, distance and direction, and it ensures fine shape to the antenna.
最后依据对试验数据的回归分析分别得出了集中荷载作用下超高强混凝土无腹筋简支梁和约束梁的抗剪强度回归公式。
Finally, according to regression analysis of the experimental data, the shear strength formula of super high-strength concrete unconstrained beams under point load is achieved.
对于均布轴向荷载与集中荷载共同作用下的压杆，考虑初始几何位移的影响，根据边缘纤维屈服准则得到构件的理论最大荷载。
Considering the initial geometric deflection, the theoretical ultimate load is obtained based on the yielding criterion of the cross-sectional edge stresses.
算例分析表明，实际工程中需要注意薄壁截面梁的支座截面处、集中荷载作用处和梁柱连接的节点处，横向正应力对截面强度和受力状态的影响。
Some examples showed that attentions should be paid to the adverse effects of transverse stresses at supports, beam-column connections and where the concentrated forces acting.
当荷载作用边界随时间变化及在动力荷载作用下，网格生成器可随应力集中区域的变化而动态退化与再加密网格。
When the load boundaries vary with time and under the dynamics loads, the mesh generator can derefinement and re-refinement dynamically mesh with moving of stress concentration region.
对不同的荷载作用情况下，以及他们对孔边应力集中系数的影响进行探讨。
The influences of different loads on hole-edge stress concentration factors were discussed.
针对复杂的地质条件和上部大而集中的荷载结构对基础的要求，通过综合技术分析，选用了挖孔灌注桩基础。
Aimed at complex geology condition and requirements of big and concentive loading structure on upper part for foundation, drilled cast piles foundation is selected through comprehensive analysis.
某大型超市具有人员活动集中、火灾荷载密度较大以及疏散距离超长等特点，需要重视消防设计和安全分析。
Evacuation is quite difficult for a large-scale supermarket when fires happen because of the personnel activity concentration, bigger fire density and further dispersing distance.
动荷载作用下地下硐室群围岩出现较大的应力集中，但最大拉应力小于岩体的抗拉强度，地下硐室群围岩不会出现拉裂破坏。
Stress concentration occurs in surrounding rocks, while the maximum tension stress is less than the tensile strength of rock mass, so tensile crack does not take place.
指出这种分析应以楼板水平的集中力而不应以所谓的“典型荷载”作为基本的荷载形式。
It is pointed out that the basic form of loads should not be the so called "typical loads", instead of the point loads located in the floor plane.
指出这种分析应以楼板水平的集中力而不应以所谓的“典型荷载”作为基本的荷载形式。
It is pointed out that the basic form of loads should not be the so called "typical loads", instead of the point loads located in the floor plane.
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