• MRT L station is a complex underground structure. The soil-structure interaction is considered in the design.

    新加坡L地铁站是一个复杂的地下建筑,设计中要考虑结构和土的相互作用。

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  • It is found that the soil-structure interaction has great influence on the behavior of energy dissipating structure.

    分析表明,考虑土体-结构相互作用,对于消能减震结构体系的动力特性具有明显的影响。

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  • This thesis deals with the dynamic soil-structure interaction problem and its application to seismic analysis of a...

    本人论文主要研究了土—结构动力相互作用问题,以及在拱坝地震反应分析中的应用。

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  • However, in traditional theoretical analysis, the influence of the soil-structure interaction on base isolation is often ignored.

    但是在传统的理论分析中,对于基础隔震结构往往忽视土-结构动力相互作用对其隔震效果的影响。

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  • In modern design for aseismatic structures, viscous boundaries have to be introduced to take account of the soil-structure interaction.

    现代抗震设计研究中,为了考虑土-结构体系的相互作用,必须在计算模型中引入粘性边界。

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  • The building response has been estimated using a stochastic approach and ignoring the effects of soil-structure interaction.

    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。

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  • Slip-elements were employed to describe the soil-structure interaction behavior in the geosynthetic-reinforced soil(GRS) retaining wall.

    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。

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  • In the soil-structure interaction system, the strong non-linear soil characteristics and their impact on SSI is one of the core problems.

    在土—结构动力相互作用问题中,土体的强烈非线性特性及其影响是其中的核心之一。

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  • In this paper, a nonlinear soil-structure interaction model of jointless Bridges is presented according to its structural characteristics.

    针对无伸缩缝桥梁的结构特点,提出一个土-结构的非线性相互作用模型。

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  • Moreover, the influence of existing buildings, soil-structure interaction, and the original stress of tunnels has been analysed carefully.

    并对周围已有建筑物﹑桩-土的相互作用及隧道初始应力的影响进行了分析。

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  • This paper describes the dynamic boundary element method and its application to the analysis of dynamic effects of soil-structure interaction.

    本文研究了动力边界单元法及其在土一结构动力耦合效应分析中的应用。

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  • Based on the principle of soil-structure interaction, the coupled model is used to analyze the seismic responses of a shallow embedded tunnel.

    文章在考虑了土体和结构的动相互作用基础上,采用耦合模型对浅埋隧道进行抗震分析。

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  • In this paper, the dynamic response of a two-dimensional Structure-soil-structure interaction system placed on an elastic half-space is studied.

    本文对于放置在弹性半空间上的二维结构-土-结构相互作用体系的动力响应问题进行了分析和研究。

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  • It is important to calculate the impedance matrix of foundations in dynamic foundation design and the substructure analysis of the soil-structure interaction.

    动力基础设计以及土-结构动力相互作用子结构分析方法中,确定基础阻抗函数是关键环节。

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  • In this paper, the current status of dynamic soil-structure interaction researches is reviewed, and some Suggestions for future studies in the field are proposed.

    对土-结构动力相互作用问题的研究现状进行了分析,并对该领域今后的研究工作提出了建议。

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  • 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。

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  • Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered. Optimum method was applied to aseismic design of structure.

    本文把导管架海洋平台看作钢框架结构,考虑了桩—土—结构的动力相互作用,并把优化方法用于结构的抗震设计中。

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  • The effects of soil-structure interaction(SSI) on TLD's performance to suppress the seismic responses of structures are studied by a series of shaking table model tests.

    通过系列振动台模型试验,研究土-结构相互作用对结构TLD减震控制影响。

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  • At present, the researches on lateral-torsional coupling of asymmetric structures are not enough, especially the coupling problem considering soil-structure interaction.

    目前,国内外对偏心结构地震反应的研究工作还不完善,尤其对考虑地基影响后偏心结构平扭耦联问题涉及更少。

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  • Through the response evaluation of frame structures to wind-induced vibration, the effects of soil-structure interaction (SSI) on the responses of the structures are illustrated.

    通过框架结构的风振响应计算,说明土-结构相互作用(简称ssi)对结构风振响应的影响。

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  • This paper presents a direct finite element method for analysis of dynamic soil-structure interaction. It can be performed by use of the large general structure analysis software.

    本文给出结构-地基动力相互作用分析的一种直接有限元方法,可以依托大型结构分析软件完成结构-地基动力相互作用研究工作。

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  • So considering the influence of soil-structure interaction in seismic response analyzing is necessary for the tall or more rigid structures established on the thick soil ground foundation.

    因此,对于建立在深厚非基岩地基土上的较高或刚度较大的高层建筑,抗震分析时考虑土-结构相互作用的影响是必要的。

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  • A time domain coupling procedure was developed for the finite element (FE) and scaled boundary finite-element (SBFE) methods to analyze dynamic unbounded soil-structure interaction problems.

    该文提出了一种有限元(FE)比例边界有限元(SBFE)时域耦合方法以分析结构地基动力相互作用问题。

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  • The characteristics of the fundamental mode of vibration of soil-structure interaction system are studied through the analysis of experimental results of eight building structures in Beijing.

    通过对北京地区八幢建筑物脉动信号的分析,研究了考虑地基与结构相互作用的影响时,体系基本振型的特点。

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  • 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.

    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。

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  • Coupling analysis method of finite element and infinite element is proposed to be used in the structural anti-seismic analysis of metro tunnel on the basis of soil-structure interaction theory.

    在土体与结构动力相互作用理论的基础上,提出用有限元和无限元耦合分析法对地铁隧道结构进行抗震分析。

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  • Numerical examples illustrate the effect of soil-structure interaction on the structures, and deformations of a structure compared with rigid body displacement under gravity second order action.

    数值算例表明,土-结构动力相互作用对结构的位移产生较大的影响,由此所引起的重力二阶效应可能使结构抗倾覆性能偏于不安全。

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  • 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。

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  • 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。

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