The key in finite element analysis on complete pile frame of rotary pile drill-finite element model of pin connection, is researched in depth.
对旋挖钻机桩架整体有限元分析中的关键件——销轴连接的有限元模型进行了深入研究，并提出了实用而精确的有限元模型。
Complete finite element analysis is conducted on pile frame of SYR200 rotary pile drill with the model, which provides guiding reference for the design of pile frames.
使用这种模型对SYR200旋挖钻机桩架进行了整体有限元分析，分析对钻孔机桩架的结构设计有指导意义。
The key in finite element analysis on complete pile frame of rotary pile drill-finite element model of pin connection, is researched in depth. A feasible and accurate finite element model is offered.
对旋挖钻机桩架整体有限元分析中的关键件——销轴连接的有限元模型进行了深入研究，并提出了实用而精确的有限元模型。
From a steel pile below the turbine tower emanates a steel frame which transfers the forces from the tower into three steel piles.
从塔架下面的钢桩伸出一个三角钢架，把塔架的受力转给这三个钢桩。
The pile foundation plan of the huge frame structure in this area has to choose a diversification pile length scheme.
在深部“古河道”分布地区，桩基持力层层面起伏较大，大规模框架结构建筑，不可避免采用长短桩桩基方案。
The inclining building, if it is a frame construction adopting with a pile foundation, can use the technique of chopping pile to rectifying deviation.
发生倾斜的建筑物，如果采用的是框架结构和桩基础，可通过截桩法进行纠偏。
The using of technique of pre-stressed anchoring pile, shot anchoring net, concrete frame, grouting and reinforced soil in the prevention and utilization of landslide are introduced in this paper.
本文介绍锚拉桩、喷锚网、钢筋混凝土格构、注浆、加筋土等技术在三峡库区滑坡等地质灾害防治与利用的初步经验。
T his paper analyzes concrete status of the slide slope and treatment principle, offers the treatment scheme of adopting frame type slide-resistance pile, and describes related construction method.
文章分析了该滑坡的具体情况和治理原则，提出了采用框架式抗滑桩的治理方案，并介绍了具体的施工方法。
With vertical pipe shield and underwater pile-foundation, a protection frame for wellhead is designed for the development of offshore marginal field.
设计了一种适用于海上边际油气田开发的垂直护管水下桩基式井口保护架。
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。
The main structures with strength checking include the stanchion, the upper platform and the base seat. The suggestions about the safety of the pile driving frame are put forward.
在此基础上，进一步对主桩架结构包括支柱、顶架平台、支座等进行了强度校核验算，并对桩架的运行安全提出了建议。
The frame, which is formed by buttress, breast wall and side wall bear the horizontal loads, and group pile cap bears the resultant force of vertical and horizontal loads.
由扶壁、耳墙、胸墙组成的框架抵抗水平荷载，而以承台、桩基抵抗垂直及水平荷载的共同作用力。
Capacity spectrum method was adopted to perform nonlinear static seismic response analysis for highrise frame structures with grouped pile foundation resting on natural foundation soils.
本文基于能力谱方法对天然地基上带群桩基础的高层框架结构进行了平面静力弹塑性分析。
The analysis of a crane load example shows that the pile deformation, especially the pile top rotation, greatly influence the frame lateral displacement.
通过对某工程实例吊车荷载作用下排架侧向位移的计算，证明桩的变形对排架侧向位移影响较大，尤其桩顶转角的影响大。
The building with frame structure is based on manual cavity expansion pile foundation.
该楼系框架结构，采用人工挖孔扩底桩基础。
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-地基的共同作用分析模型。
The frame which is formed by buttress breast wall and side wall bear the horizontal loads and group pile cap bears the resultant force of vertical and horizontal loads.
由扶壁、墙、墙组成的框架抵抗水平荷载，而以承台、基抵抗垂直及水平荷载的共同作用力。
In this paper, the finite element method is used for the analysis and computation of interaction between pile and soil in super-highrise frame-tube.
本文采用有限元法分析计算了超高层筒中筒结构桩土的共同工作。
To research the basic problem on pile-soil-frame structure interaction system went on finite element making model.
研究了桩-土-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-土-框架结构模型。
Casting mass concrete of pile caps in long-span continuous rigid frame bridge is one of the key processes during bridge construction.
大跨连续刚构桥大体积混凝土承台浇注是桥梁施工的关键工序之一。
This paper establishes a interaction numerical model of tunnel-foundation-pale-frame, response to tunnel crossing pile foundation-frame structure.
本文针对隧道穿越桩基-框架结构工程算列，建立隧道-地基-桩-框架共同作用的数值模型。
In final, Grouting Steel Pile wall's marked effect on the landslide was description, and design of a certain frame of reference was constructed for the future.
说明注浆型钢花管挡墙对滑坡治理效果显著，并为今后施工设计提供了一定的参考依据。
In final, Grouting Steel Pile wall's marked effect on the landslide was description, and design of a certain frame of reference was constructed for the future.
说明注浆型钢花管挡墙对滑坡治理效果显著，并为今后施工设计提供了一定的参考依据。
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