对裂缝的原因进行分析并按弹性地基框架进行计算。
This essay analyzes what causes the crack and calculates according to the elastic ground frame work.
用有限单元法对弹性地基和上部框架进行整体分析，是一种有效的办法。
It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.
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。
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.
框架设计软件采用了刚性梁法和弹性地基梁法进行内力计算。
The software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen.
瞧，这就是预备人员地基，框架和屋顶。
Look, this is a prep crew. The foundation, the frame and the roof.
此外在文中还给出用杆件力学方法计算框架-箱基-地基的共同作用。
Besides, a method is given for calculating the interaction of frame _box _ foundation _ soil following bar mechanics in this paper.
我一直用一幢大楼的地基以及建筑物的框架来了比喻结构的稳健性。
I have always used the analogy from home building that soundness is the basement and framework of the building.
提出了一种层状地基—基础—框架相互作用系统的参数识别方法。
A parameters identification method of the layer soil-foundation-frame interaction system is presented.
地基基础不均匀沉降将对建筑物特别是混合结构房屋和混凝土框架结构房屋产生很大的危害。
The non-uniformity settlement of ground foundation is harmful to the building, specially to the masonry structure and the concrete frame structure.
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。
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.
研究了支护结构对上部框架结构—筏基—地基的共同作用体系的作用，建立了共同作用体系有限元模型。
The effect of the supporting pile on the interaction system of structure, raft foundation and soil is studied.
利用winkle r地基模型分析锚索框架的受力特征，并通过现场试验加以验证，提出锚索框架的弹性地基梁计算模式。
Analysing the character of internal forces of anchor cable frame by winkler model and verifying it by field test a calculation method is put forward based on elastic foundation beam.
计算模型用弹性杆和刚性杆取代框架柱基础与地基的接触关系。
A calculating model is adopted which assumes that the contact relations between foundation and soil could be replaced by rigid-bars and elastic-bars could be instead of frame columns.
对软土地基上的超高层建筑空间巨型框架提出了一种新的简化分析方法。
A new simplified analytical method was developed for analysis of interactions on the soil, the foundation and the superstructure of a super tall building with a space mega frame.
此前，Duchateau(2005)做了轻型框架结构中用WPC直接替代PPT木质板材做地基木的测试。
Previously, Duchateau (2005) tested a direct substitution of a WPC sill plate for PPT lumber in light-frame walls.
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。
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。
This paper establishes a interaction numerical model of tunnel-foundation-pale-frame, response to tunnel crossing pile foundation-frame structure.
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