大底盘框筏基础,thick raft foundation with frame structure
1)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 andthick 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。
英文短句/例句
1.Study on Deformation and Contact Pressure of Frame Structure with Thick Raft Foundation Under Circular Tall Building;圆形框筒高层结构大底盘框筏基础反力及变形特征研究
2.Test on deformation and reaction of large-area thick raft foundation under framed circular high-rise structure圆形框筒高层结构大底盘框筏基础变形与反力分布规律试验研究
3.Study on Deformation and Contact Pressure of Frame Structure with Thick Raft Foundation under L-shape Tall Building;L形高层建筑下大底盘框架厚筏基础反力及变形特征研究
4.Study on upper Load Transfer and Foundation Internal Force of Frame-Core Walls with Large Thick Raft Foundation under High-Rise Building Complex大底盘框架—核心筒结构筏板荷载传递特征及基础内力试验研究
5.Optimization of piles-raft foundation design for multiple towers with big chassis多塔大底盘结构的桩筏基础优化设计
6.Study on Deformation and Contact Pressure of Large-area Frame-thick Raft Foundation under Vertical Load of Circular Frame-corewall and Square-shape Tall Buildings;圆形（框筒）和方形荷载作用下大底盘框架厚筏基础反力及变形特征研究
7.Deformation behavior of large plinth of raft foundation with variable thickness under twin towers with podium in parallel双塔裙房一体的大底盘变厚度筏形基础变形特征
8.Research of Pile Raft Foundation Soil Reaction Model and Raft Design;桩筏基础基底土反力模型及筏板设计研究
9.Raft-style foundation, RC frames and shearing-force wall structures.筏式基础、钢筋混凝土框架及剪力墙结构体系。
10.Modification for design of piled raft foundation of dock in soft soil软土地区船坞底板桩筏基础设计方法的改进
11.Monitoring Analysis of Concrete Iron Stress on the Base of Piled Raft in Soft Ground软土地区桩筏基础底板钢筋应力监测分析
12.FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA软土地区大型桩筏基础原位试验研究
13.The Research and Analysis of Base-isolated System about Multi-tower Structure with a Large Podium;大底盘多塔楼结构基础隔震性能分析与研究
14.Analysis and Study on Building Framed Superstructure-Raft Foundation-Subsoil Interaction;建筑物框架结构筏板基础与地基共同作用的分析研究
15.The Finite Element Analysis for Interaction of Top Structure Raft Foundation and Soil under Different Raft Theory不同基础板理论下框架、筏板和地基共同作用的有限元分析
16.Study on Deformation and Contact Pressure of Slab-and-beam Raft Foundation under Vertical Loads;竖向荷载作用下梁板式筏形基础基底反力及变形特征研究
17.Research on Seismic Performance of Different High-rise Steel Structures Considering Soil Structure Interaction;桩筏基础与不同钢框架形式共同作用抗震性能的研究
18.frame (chassi) for the apparatus设备用框架（底盘）
相关短句/例句
large plinth of thick raft foundation大底盘厚筏基础
1.Thelarge plinth of thick raft foundation refers to the raft foundation which links several separate architectural units above the ground as a whole by extended substructure.大底盘厚筏基础是通过扩大的地下结构,将地面上不同建筑单元连成一体的筏板基础。
3)frame structure with large thick raft plinth大底盘框架厚筏
1.Based on simulated tests, this paper discusses the interaction offrame structure with large thick raft plinth and soil under vertical loads of two tall buildings.本文通过室内大型模拟试验 ,对双塔楼非并列布置于同一大底盘框架厚筏结构与地基共同作用问题进行了研究 ,得出了筏基变形和基底反力分布特征 ,提出任意组合的多组塔楼共同作用于同一大底盘框架厚筏基础上的结构体系 ,其地基基础的变形特征为 :各塔楼独立作用下产生的变形效应通过以各个塔楼下面一定范围内的区域为沉降中心 ,各自沿径向向外围衰减 ,并在其共同的影响范围内相互叠加而形成 ;基底反力的分布规律为 :各主塔楼荷载以其塔楼下某一区域为中心 ,通过各自塔楼周围的裙房基础沿径向向外围扩散 ,并在其共同的荷载扩散范围内 ,基底反力相互叠加。
4)frame raft foundation框筏基础
5)large chassis foundation大底盘基础
6)big volume raft foundation大体积筏形基础
1.According as the quality control method of the project supervision,link to the actual bearing capacity speciality ofbig volume raft foundation and the mechanics theory,the author according to the self fulfillment,summarizing and discussing quality reference point of this type structure as developing supervision task.依据工程建设监理质量控制方法,结合大体积筏形基础实际受力特点和相关力学理论,根据监理工作实践,总结并论述了该类结构工程在开展监理工作时的质量控制点。
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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
