由于预应力连续刚构桥结构受力和变形情况十分复杂。
The prestressed continuous rigid frame bridge due to the force and deformation of the structure is very complicated.
结果表明，两种改进方案泵体的受力和变形均有所改善。
The results for tha the stress and the deformation in two new bodies are improved .
讨论了环境和铺管系统主要参数对管道受力和变形的影响。
This paper alos discusses the effects to the mechanical properties and deformation of the marine pipeline caused by the main…
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.
应用数值计算方法，分析了偏心钻头底部钻具组合的受力和变形特性。
The mechanical properties and the deformation characteristics of the BHA with the eccentric bit are analyzed.
结晶器振动导致初凝坯壳受力和变形是产生铸坯表面裂纹的主要原因。
The stress and distortion of initial solidifying shell due to mold oscillation is the main reason of generating strand surface cracks.
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.
内衬强度对衬砌受力和变形的影响较小，实际工程中采用C30混凝土即可。
The strength of inner lining has smaller impact on the stress and deformation of the liner, and in the specific engineering C30 concrete is enough.
考虑桩锚土的相互作用 ，结合实例研究深基坑桩锚支护结构受力和变形特性。
The force and deformation properties of pile anchor support structure in deep pits are studied considering pile anchor soil interaction.
文中以圆锥螺旋弹簧变形后的平衡位形分析计算其受力和变形，导出了非线性公式。
Here, force and deformation of a conical helical spring are discussed based on equilibrium configuration after deformation, and a nonlinear analytic formula is derived.
利用此模型分析了重力式网箱在均匀流作用下，不同的配重重量对其受力和变形的影响。
The model is used to analyze the influences on the net of gravity sea cage by the different sinker weights in uniform flow.
从侧向受荷桩的受力和变形机理出发，提出了地面超载下邻桩侧向变形的计算分析方法。
A method of calculating lateral displacement of adjacent pile caused by overcharge on ground is put forward by considering relationship between pressure on the pile and its deformation.
在试验的基础上对钢筋高强陶拉砼构件在纯扭和弯扭作用下的受力和变形性能进行了研究。
Based on the experimental results, this paper studies the strength and deformation of reinforced high strength haydite aggregate concrete member in torsion and bending.
同种沉降作用下，固定支座模型中的框架受力和变形均比弹性支承模型中框架受力和变形大。
Under the same kind of settlements, internal force and deformation of frame structure in the fixed support model show more effects than the ones in the elastic support model.
在选定最优吊索方案的基础上，详细讨论了施工过程中主缆、吊索及加劲梁的受力和变形特点。
And based on the optimal sling tension program, the paper discusses in detail the main cables, sling and the girder's force and deformation characteristics in the construction process.
在计算底部钻具组合的受力和变形时，以前一般都是按弯矩为零的条件来确定其上切点的位置。
The tangency point of Bottom Hole Assembly is located at where the drill string just touches the wall of the borehole, and the contact force is zero here.
对于上层框架柱外移时的转换结构受力和变形性能，影响因素较多，有必要进行进一步的研究。
Mechanical and deformation performance of such transfer-structure are relative to many factors. So it's necessary to perform more study.
而且对于不同的土层组成，不同的上部结构形式，相互作用体系所表现的受力和变形特点也不尽相同。
Moreover, for different soil composition and different types of superstructure, to some extent, the force and deformation characteristics of the interaction system are different.
引入自修正选代算法，用编制FLSAC大变形程序，对S．M．W支护结构的受力和变形特征进行了分析。
The large deformity program (FLSAC) is authorized with introducing self-modify iterative arithmetic, using it the deformity and passive pressure characteristic of shoring structure with S.
例如，地基基础、隧道及地下工程的受力和变形的状态及其随时间的变化，至今还需要参考工程经验进行分析判断。
For example, the foundation, tunnel and underground engineering and deformation of the state and its changes over time, still need to refer to an analysis of engineering experience to judge.
钢筋混凝土筏板基础的受力和变形符合筏板基础的实际受力状况，结果令人满意，表明本文的计算方法是切实可行的。
The numerical results of the examples show that it has the advantage of reducing deformation and moment in raft foundation.
根据该桥实际划分的施工时段，计算桥梁从施工到成桥任一时刻主梁和主塔受力和变形状态，并提出了一些有益的建议。
Further in the light of the actually-divided construction stages of the bridge, the mechanical behavior and deformation conditions of the main girder...
对新型精轧机辊环锁紧装置进行了受力和变形分析，计算出它的拧紧力矩和相关性能指标，为正确使用提供了相关的理论依据。
The force and distortion of a new type locking rings unit were analyzed. The tightening torque and other performance figures were calculated, which provides theoretical basis for its proper usage.
考虑材料的高温软化特征，研讨了温升速率对材料和结构的影响、结构热软化后的宏观受力和变形的重新分布以及可能的热运动。
Considering the effect of heating rate and thermo-softening of material, the redistribution of macro-stress and deformation in structures and the possible heat inducing motion are discussed.
由于无粘结预应力混凝土构件中预应力钢筋与周围混凝土之间可以相对滑动，导致了构件受力和变形不同于有粘结预应力混凝土构件。
Because the reinforcing bar and surroundings concrete can have opposite slip in unbonded prestressed concrete, Lead to stress and deflection differing from bonded prestressed concrete structure.
在这一系列的分析过程中，了解了高墩连续刚构桥在弹性范围内的受力和变形情况，在弹塑性阶段墩结构在不同地震作用下的工作状态。
During both of the stages analysis, we got to know the bridge's properties about mechanical and deformation and the different working state exerted in different seismic loads.
在这一系列的分析过程中，了解了高墩连续刚构桥在弹性范围内的受力和变形情况，在弹塑性阶段墩结构在不同地震作用下的工作状态。
During both of the stages analysis, we got to know the bridge's properties about mechanical and deformation and the different working state exerted in different seismic loads.
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