本文对网架结构的受力性能和机理进行了分析。
The mechanics performance and mechanism of the space truss is analyzed in this paper.
比较分析了该楼盖结构与梁板式楼盖结构的受力差异。
The difference of internal force distribution between this floor and waffle slabs is compared and analyzed.
围岩的力学性质对管片衬砌结构的受力和变形有较大的影响。
The mechanics character of wall rock distinctly affects suffered force and distortion of pipe liner structure.
计算结果正确反映了此类结构的受力特点并与设计初衷相符合。
The static analysis results accorded with the design original intention and reflected the mechanical quality.
风荷载对复杂形体的开敞式大跨空间结构的受力性能影响很大。
Wind load has great effect on the mechanics behavior of open-wide-span spatial structure with complex shape.
由于采用泵房直接挡水，使泵房结构的受力情况较其它型式更为复杂。
As this pump room is used to conserving water, it have more complex stress condition than any others.
根据薄膜结构的受力特点，建立了薄膜结构与空气耦合系统的运动方程。
According to the mechanical characteristic of membrane structures, coupling kinetic equation of the air-structures interaction is established.
根据短肢剪力墙结构的受力和变形特点，建立了异形墙肢多垂直杆模型。
According to mechanical property and deformation feature of short-lag shear wall, special-shaped multi-component model is put up.
应用梁非线性弹簧模型对穿越黄河隧道一次衬砌结构的受力进行了分析。
The lining structure of the Yellow River crossing tunnel is analyzed, the results of the beam and non linear spring model are compared with those of other models.
半刚性沥青道路在加设级配碎石夹层后结构的受力情况发生巨大的变化。
After unbound aggregate being settled in the semi-rigid pavement, there are great changes in structural stress distribution and form of structural default.
传统的优化设计仅以最低造价为目标函数，没有考虑结构的受力性能指标。
The traditional optimization design is only based on the minimum cost objective function and does not consider the mechanical analysis target.
结果表明：突水位置发生在仰拱或墙脚位置时，对衬砌结构的受力影响显著；
The results show that mechanical behavior of lining structure change evidently when suddenly effluent water happen at inverted arch or foot of wall.
斜拉桥的优点在于在恒载作用下通过调整斜拉索的索力来改善结构的受力状态。
The advantages of cable-stayed bridge is under the constant load power by adjusting the cables of the cable to improve the structure of the stress state.
本文分析动力伞结构的受力状态，并对主要承力构件进行了强度及稳定性计算。
The force-bearing state of powered parachute is analyzed in this paper, and much calculation about the strength and stability of major force - bearing component is done.
针对客车车身结构的受力计算，本文提出了一种更符合实际结构的薄壁偏心梁单元。
For calculating stress of BNS body structure, a thin-walled eccentric beam element witch accords with demands is introduced in this paper. The eccentricity existing in truthful structure.
这些机械元件的正确应用依赖于对这些结构的受力以及材料力度的采用方面的知识。
Proper application of these machine elements depends upon knowledge of the force on the structure and the strength of the material employed.
分析结果表明，碰撞作用改变了结构的地震响应状态，对结构的受力产生较大影响。
The analysis result indicated that the collision function changed the structure earthquake response condition, produces to the structure stress affects greatly.
通过对静电封接结构的受力分析，建立了静电封接后弹性膜片的热失配应力数学模型。
The stress of anodic bonding is analysed and the math model of no match thermal stress about anodic bonded elastic diaphragm is built.
斜拉索作为大跨斜拉结构重要组成构件，其复杂振动特性会影响着整体结构的受力性能。
As an important component of long span cable-stayed structure, the vibration behavior of inclined cables will affect the mechanical characteristics of the overall structure.
根据箱梁结构的受力特点，提出采用应力设计方法解决预应力混凝土箱梁的受力开裂问题。
On the basis of the mechanical behavior of box girders, the stress design method is brought forward against the PC box girder bridge cracking.
在对比了各种分析结果的基础上判定结构的受力状况和安全性能，作出合理可行的加固方案。
Based on varied analysis result, force status and secure performance of structure can be determined, then reasonable and feasible reinforcing design can be made.
设计采用了多项技术措施，分析了结构的受力性能，解决了建筑效果与结构安全之间的矛盾。
Technical measures have been adopted to analyze the mechanical capability and to solve the conflict between the architecture and the structure in design.
通过对钢吊箱施工过程中的结构的有限元分析，揭示了施工过程中钢吊箱整体结构的受力特点。
After analyzing the finite element of structure on steel box sling during the construction, the author exhibited the bearing force characteristics of overall structure on steel box sling.
超静定结构中的这种轴向变形差会引起结构的内力重分布，对结构的受力性能将产生一定的影响。
The internal force redistribution in statically indeterminate structures will be created by axial deformation difference, and the stress performance of structure would be changed.
通过对其力学模型的分析，指出了此种桥梁结构的受力合理性，以及它在结构上独具的许多优点。
The mechanic model analysis shows that this type of bridge possesses unique structural advantages and rational distribution of forces.
斜拉索的索力合理与否直接决定了斜拉桥施工阶段结构的受力安全和成桥后结构内力的合理分布。
Rational cable force can guarantee the structure safety in construction and make the structure's internal force reasonable after construction.
同时为了更深入了解砌块挡墙结构的受力与工作性能，自行设计并完成了H型砌块挡土墙模型试验。
In order to analyze stress trait and service behavior of block retaining wall structure, a model experiment of H-block retaining wall was designed and accomplished.
用有限元数值模型，分析隧道断面上8个不同位置10种不同水压突水条件下衬砌结构的受力特征。
Mechanical behavior of lining structure is analyzed under 10 different conditions that high water pressure suddenly effluent water upon 8 different parts of tunnel section with FEM numerical model.
模型试验表明，随着试验荷载等级的提高，各测点的应力呈线性增长，结构的受力处于线弹性阶段。
According to the test results, as the load levels increased, the stress of the measuring points increases linearly. The structure worked in elastic behavior.
模型试验表明，随着试验荷载等级的提高，各测点的应力呈线性增长，结构的受力处于线弹性阶段。
According to the test results, as the load levels increased, the stress of the measuring points increases linearly. The structure worked in elastic behavior.
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