• Soil-pile-structure interaction was a difficult problem in bridge seismic engineering.

    —土—结构相互作用问题一直是桥梁抗震研究中的难点。

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  • The seismic response analysis method of transmission tower in consideration of pile-soil-structure dynamic interaction is presented.

    提出了考虑--结构动力相互作用输电地震反应分析方法

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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框架结构考虑—土—结构的动力相互作用,并把优化方法用于结构抗震设计中。

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  • Pile foundation in the dock structure project has a complex stress character, which is a typical passive pile-soil interaction problem.

    岸坡码头中高承台桩基,受力特点复杂一个典型被动桩与岸坡相互作用问题。

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  • With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.

    利用子结构分析方法和文克尔地基横向反力模型,建立了水平荷载下场高层框架结构。 桩基础-地基共同作用分析模型。

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  • The present paper discusses the effect of soil pile-structure interaction on high building with pile foundation and the effect of nonlinear behavior of soil on structural seismic response.

    本文主要研究-结构相互作用对于基础高层建筑结构动力特性及其地震反应影响以及土的非线性性质对于--结构相互作用体系的地震反应的影响。

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  • To research the basic problem on pile-soil-frame structure interaction system went on finite element making model.

    研究--框架结构相互作用体系进行有限元建模的基本问题并建立了三维桩--框架结构模型。

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  • An experimental research on dynamic interaction of pile-soil-structure system was first developed in China.

    率先国内开展了对新型变截面桩--高层建筑结构体系动力相互作用的试验研究

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  • The effect of the supporting pile on the interaction system of structure, raft foundation and soil is studied.

    研究支护结构上部框架结构—筏基地基共同作用体系作用,建立了共同作用体系有限元模型。

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  • The force and deformation properties of pile anchor support structure in deep pits are studied considering pile anchor soil interaction.

    考虑相互作用 ,结合实例研究基坑桩锚支护结构受力变形特性

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  • The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.

    采用挤扩支盘--结构体系进行振动台模型试验,了解震动激励体系抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用

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  • The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.

    采用挤扩支盘--结构体系进行振动台模型试验,了解震动激励体系抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用

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