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1)  high stake
高桩结构
2)  soil-pile-superstructure
土-桩-高层结构
1.
Nonlinear analysis and numerical simulation of soil-pile-superstructure interaction system;
土-桩-高层结构相互作用体系非线性分析与数值模拟
3)  anchor pile structureal high side slope
锚桩结构高边坡
4)  retaining structure with double-row piles whose front pile is lower than the rear pile
双排高低桩支护结构
5)  pile-net structure
桩网结构
1.
Research purposes:The pile-net structure is adopted in the ballastles track integrated experimental section of Suining-Chongqing Railway.
研究目的:遂渝线无砟轨道综合试验段路基采用了桩网结构加固已填路堤及软弱地基,本文详细介绍采用长螺旋钻机干法成孔、管内泵压混凝土反插钢筋笼桩网施工工艺。
2.
In combination with the actual condition of the Zhengxi passenger railway line,the pile-net structure roadbed solid model is established by using finite element software ANSYS.
利用有限元软件ANSYS建立桩网结构路基模型,同时结合郑西客运专线实际工况,加载1976年宁河天津地震波,对桩网结构路基的地震动力响应进行数值模拟,并对动力响应的结果进行分析。
3.
Research purposes:The pile-net structure is adopted in the ballastles track integrated experimental section of Suining-Chongqing Railway.
研究目的:遂渝线无砟轨道综合试验段路基采用了桩网结构加固已填路堤及软弱地基,本文详细介绍采用长螺旋钻机干法成孔、管内泵压混凝土反插钢筋笼桩网施工工艺。
6)  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。
补充资料:聚合物链结构(见高分子链结构)


聚合物链结构(见高分子链结构)
chain structure of polymer

聚合物链结构Chain strueture of pol卿er见高分子链结构。
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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