1) raft foundation
筏基
1.
Dynamic and Static Interaction Research of Mega-Frame-Raft Foundation-Sand Gravel Soil Structure
巨型框架结构—筏基—砂卵石地基的静动力共同作用研究
2.
Application of Egorov method in raft foundation settlement calculating is studied.
探讨了Egorov法在筏基沉降计算中的应用问题。
3.
Based on the analysis of its geological condition, the building is strengthened by using raft foundation, and the settlement is only 8.
本文介绍某钻孔灌注桩质量事故在本工程地质条件下采用筏基加固,节约造价,封顶沉降仅8。
2) raft
[英][rɑ:ft] [美][ræft]
筏基
1.
In this paper,some engineering practical problems in raft are analysed with FEM.
针对筏板基础，应用Ｓｕｐｅｒ－ＳＡＰ线弹性静力分析程序，分析了不同比较方案的地基沉降、地基反力、结构内力和基础内力，对上部结构、筏基及地基共同作用进行了探讨，取得了较为满意的结果，为地基的弹性及弹塑性分析提供了参考，为工程设计提供了依据。
2.
Furthermore,the Reisner s theickplate-theory which is considered the shearing-transformation is adopted to anlysis raft-foundation.
上部结构、筏基及地基之间是相互作用、相互影响的，本文揭示了结构物在满足静力平衡条件和变形协调条件的情况下，三部分之间的相互影响和内在联系，同时，本文采用考虑剪切变形的厚板理论来计算筏板基础，并将结果与薄板理论计算的结果作一比较，以考察薄板理论的适用范围及误差程度。
3) Pile raft foundation
桩筏基础
1.
Improvement of design method for pile raft foundation and its economical significance;
桩筏基础设计方法的改进及其经济价值
2.
In order to study the interaction of upper structure,pile raft foundation and soil,a modle of three dimensional finite element analysis is established.
为了研究结构-桩-土的相互作用,利用有限元程序对上部结构-桩筏基础-地基相互作用体系建立了三维有限元分析模型。
3.
The paper has a study on properties of pile raft foundation for high buildings based on test.
基于作者所能搜集到的有关桩筏基础实测和试验资料 ,对桩筏基础的一些工作性状进行了分析和讨论。
4) raft foundation
筏板基础
1.
Analysis and correction of raft foundation caculation on PKPM;
关于PKPM筏板基础内力计算的分析与修正
2.
Construction Technique for Mass Concrete of a Tall Building s Raft Foundation;
某高层建筑筏板基础大体积混凝土施工技术
3.
Design, Construction and Inspection for A tall building Raft foundation;
某高层建筑筏板基础设计、施工与检验
5) piled raft foundation
桩筏基础
1.
An interaction factor approach and parametric analysis for piled raft foundation;
桩筏基础的相互作用系数解法及参数分析
2.
Analysis of interaction mechanism of piled raft foundation by use of simplified nonlinear model;
桩筏基础相互作用非线性简化分析
3.
General analysis method of piled raft foundation under vertical loading;
竖向荷载下桩筏基础通用分析方法
6) mat foundation
筏板基础
1.
Application of large concrete mat foundation is less interiorly.
大体积混凝土筏板基础在国内应用较少。
2.
This manuscript has done research on the computation methods of the mat foundation with the interactive principles of soil and base.
应用地基与基础相互作用原理 ,研究了建筑结构中筏板基础的计算方法 ,在计算中考虑了上部结构刚度的影响、土的塑性和桩基础刚度的引入等内容 ,为工程应用研制了筏板基础计算程序TBSA F ,并已应用于高层建筑结构的地基基础工程设计中。
3.
It is difficult to find out the suitable solution to mat foundation based on elastic body in civil structural designing because it is influenced by both upper structure and building foundation.
弹性地基上的筏板基础由于受上部结构和地基的共同影响，在工程设计中很难找到既简单又接近于实际情况的计算方法。
补充资料：2-甲氧基碳酸基乙基胺基乙基胺基丙基三甲氧基硅烷
CAS: 1067-66-9
分子式: C12H28N2O5Si
分子量: 308.45
中文名称: 2-甲氧基碳酸基乙基胺基乙基胺基丙基三甲氧基硅烷
英文名称: [N'-(2-Methoxycarbonylethyl)aminoethylaminopropyl]trimethoxysilane
10-diaza-3-silatridecan-13-oic acid, 3,3-dimethoxy-2-oxa- methyl ester
n-(2-((3-(trimethoxysilyl)propyl)amino)ethyl)-beta-alanin methyl ester
methyl 3,3-dimethoxy-2-oxa-7,10-diaza-3-silatridecan-13-oate
methyl[2-(3-trimethoxysilylpropylamino)-ethylamino
分子式: C12H28N2O5Si
分子量: 308.45
中文名称: 2-甲氧基碳酸基乙基胺基乙基胺基丙基三甲氧基硅烷
英文名称: [N'-(2-Methoxycarbonylethyl)aminoethylaminopropyl]trimethoxysilane
10-diaza-3-silatridecan-13-oic acid, 3,3-dimethoxy-2-oxa- methyl ester
n-(2-((3-(trimethoxysilyl)propyl)amino)ethyl)-beta-alanin methyl ester
methyl 3,3-dimethoxy-2-oxa-7,10-diaza-3-silatridecan-13-oate
methyl[2-(3-trimethoxysilylpropylamino)-ethylamino
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条