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1)  water-piles-soil-bridge pier structure
水-桩-土-桥墩结构
2)  super-long pile-soil-bridge structure
超长桩-土-桥梁结构
1.
So to study super-long pile-soil-bridge structure dynamic interaction under earthquake is of significant academic meaning and great practical value.
对地震作用下超长桩-土-桥梁结构动力相互作用进行研究具有重要的学术意义和工程实用价值。
3)  Soil-pile-superstructure-interaction
桩-土-桥梁结构相互作用
4)  pile-soil-structure
桩-土-结构
1.
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.
用整体动力有限元方法进行砂土液化场地桩-土-结构动力相互作用及桩基地震反应分析。
2.
With the finite element method of complete dynamic interaction of pile-soil-structure combined with a typical case study in engineering,a finite element analysis model was created with a visco-elastic boundary set at the artificially truncated boundary to study the effects of soil characteristics on seismic responses of foun- dation piles for the case of horizontal seismic loads.
基于桩-土-结构整体动力有限元法,结合工程实例,建立有限元分析模型,设置粘弹性人工边界,研究水平地震荷载作用下地基土层特性变化对桩基抗震反应的影响。
3.
Action mechanism and numerical simulation of pile-soil-structure interaction to seismic loading;
桩-土-结构动力相互作用机理研究是提高动力作用下桩基础安全性的重要基础。
5)  the pile-soil structure
桩-土结构
1.
Based on the calculation principles of stress and modification of the pile-soil structure,the common software ANSYS is applied in the analysis of pile-soil structure under surface load.
基于大面积地面堆载作用下桩-土结构应力及变位的计算原理,将有限元通用软件ANSYS应用于地面堆载作用下桩-土结构分析中,进行二维有限元实体模拟,分析桩长L、桩径d、桩体模量Ep、土体模量E0、桩-土模量比Ep/E0,以及地面堆载的宽度b、大小p对桩承载性状的影响规律,可为地面堆载作用下的桩-土结构分析提供参考。
6)  soil-pile-structure
土桩结构
1.
A simple three-dimensional model was proposed for the linear interaction analysis of a fully coupled soil-pile-structure system subjected to the harmonic shear seismic wave.
建立了简谐剪切地震波激励下三维土桩结构线性耦合体系简化分析模型,桩和结构均被简化为一简单梁模型;对耦合体系桩承台对基岩运动的放大效应进行了求解,此放大效应反映了耦合体系的动力相互作用。
补充资料:水桩
1.方言。虹霓。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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