土与结构的相互作用由一种可以描述界面滑移、脱开及闭合的有厚度薄层单元模拟。
Slip-elements were employed to describe the soil-structure interaction behavior in the geosynthetic-reinforced soil(GRS) retaining wall.
同时也证明了将土与结构的相互作用理论应用于锚杆(索)抗滑桩的研究是完全可行的。
At the same time, it also proved that it is feasible to apply the theory of the structure-soil interaction to management and design of landslide hazard.
给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。
Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.
应用有限元方法分析了在爆炸载荷作用下地下圆形结构与土介质的动力相互作用问题。
In the paper, the problem of interaction between soil media and an underground round structure to explosive loading is studied by FEM.
基于有效应力动力分析法，对爆炸荷载作用下饱和土与地下建筑结构相互作用的特性进行了分析。
Based on the dynamics analytical method of efficiency stress, the reciprocity of saturation soil and its structure in the blasting load is analyzed.
研究膨胀土与结构物的相互作用有很重要的工程意义。
Therefore it is of great importance to study the interaction between expansive soils and structures.
通过对地震波的传播过程、地基土、结构物的动力性能分析以及能量逸散机制的分析，探讨了土与结构物相互作用肌理和结果。
According to the transmission of seismic wave, dynamic property of soil-structure and energy dissipation, the mechanics and the results of seismic soil-structure interaction are analyzed.
本文设计并完成了考虑土与结构相互作用的结构减震控制大型振动台模型试验。
In this paper, shaking table model tests of structure suppressing vibration control including the soil-structure interaction (SSl) effects are designed and carried out.
本文详细地研究了土与结构相互作用体系随机地震反应分析方法，并对该方法的实际应用中的一些问题提出了作者的一些见解和处理方法。
The random response method for soil-structure interaction system is studied systematically at this dissertation, and the Suggestions and treating methods about the practice application are proposed.
本文方法在求解土结构相互作用问题时与基础固定时的动力响应频域分析方法一致，只需要调整地震动输入，就可得到问题的解答。
The proposed method can solve the interaction problem in the same way as the conventional frequency domain analysis does for a fixed-base structure.
埋置基础输入运动的求解是采用子结构法进行土与结构相互作用的关键问题之一。
A simplified technique to obtain foundation input motions for circular cylindrical foundations embedded in the ground and subjected to seismic motion is presented.
应用随机方法并略去土与结构相互作用的影响，文中已估计出建筑物的反应。
The building response has been estimated using a stochastic approach and ignoring the effects of soil-structure interaction.
土压力变化是土与挡土结构之间相互作用的结果，土压力的大小与分布模式同围护结构变形量和变形方式有关。
Change of soil pressure is the result of interaction between soil and retaining structure. Soil pressure level and distribution model are related to retaining structure deformation.
本文从土与结构动力相互作用的观点出发，提出了用动力有限元分析计算地下结构上地震动土压力的方法。
Based upon the point of view of soil-structure interaction, this paper presents a procedure for evaluating the dynamic earth pressure on underground structures under earthquake motion by FEM.
土中结构顶部的荷载与复土层中应力波的传播相关联。因此，必须考虑结构-介质的相互作用。
As the load action on the roof of a structure and the propagation of the stress waves in soil cover are interdependent, the structure-medium interaction must be considered.
本文主要针对核电站工程中辅助厂房结构与地基土相互作用体系在地震荷载下的“平-扭”地震响应进行了分析。
This paper is concerned with the dynamic responses of the soil-auxiliary buildings structure interaction system in the nuclear power plant.
考虑土与衬砌结构的动力相互作用，本文研究了内源荷载作用下，圆柱形孔洞的动力响应问题。
Considering the dynamic interaction between the lining and saturated soil, this paper presents the dynamic response of a cylindrical cavity subjected to an internal loading.
因此，在桥梁的抗震设计中，必须考虑桥台基础的提离和地基土的屈服等土与结构相互作用对桥台抗震性能的影响。
Therefore, the soil, superstructure and abutment interaction such as foundation uplift and yielding of underlying soil should be considered in the aseismic design of Bridges.
通过振动台模型试验，观察了桩-土-结构体系动力相互作用的现象，验证和掌握了新型桩体与结构的震害特点。
Phenomena of the dynamic interaction of the system were observed, so earthquake damage characteristics between a new type of pile and structure were verified and discovered by shaking table test.
认识土与沉入式无底大直径圆筒结构岸壁码头之间相互作用机制，对于它的安全和经济设计至关重要。
Understanding the interaction mechanism between the soil and a quay wall composed of large-diameter bottomless cylinders is vital to the safe and economic design of the quay wall.
考虑土与衬砌结构的动力相互作用，研究了圆柱形衬砌结构的瞬态响应问题。
Considering the dynamic interaction between lining and soil, the transient dynamic response of a cylindrical lining subjected to impact loading is presented.
土钉支护结构的稳定性取决于土钉与土体结构的相互作用过程。
The stability of soil nail structure was determined by the interaction between soil nail and soil mass.
考虑饱和土与衬砌结构的动力相互作用，该文研究了内源荷载作用下圆柱形孔洞的动力响应问题。
In this paper, the dynamic response of an infinite circular cavity subjected to axially symmetric radial traction and fluid pressure in poroviscoelastic saturated medium is studied.
响应位移法把地基土与结构的动力相互作用问题简化为一系列的静力计算问题。
The ground motion due to earthquake was assumed as forced base displacement on the beam. This method simplified the ground-structure interaction problem int...
响应位移法把地基土与结构的动力相互作用问题简化为一系列的静力计算问题。
The ground motion due to earthquake was assumed as forced base displacement on the beam. This method simplified the ground-structure interaction problem int...
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