2) thick raft foundation with frame structure
大底盘框筏基础
1.
Based on model test, this paper deals with the interaction of soil and thick raft foundation with frame structure under vertical loads of circular tall building.
本文通过室内模型试验，对圆形框筒高层结构带两层裙房的大底盘厚筏基础与地基共同作用的有关问题进行了深入探讨，得出了筏基的变形和基底反力的分布规律；分析研究了筏基和裙房框架的破坏现象以及主楼荷载向外框柱转移的现象；编制了多塔楼大底盘框筏基础与地基共同作用程序，对试验进行了数值模拟并对圆形高层建筑大底盘框筏基础进行了补充计算；通过数值分析，得出了大底盘框筏基础的基础变形和基底反力分布与裙房层数、裙房楼板和顶板厚度的关系。
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：大体积筏式基础施工
大体积筏式基础施工
大体积筏式基础施工
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