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1.
Experimental study and theoretic analysis of steel fiber reinforced concrete six-pile thick caps with double-column
钢纤维混凝土六桩双柱厚承台试验研究及理论分析
2.
Experimental Research on Nine-pile Double Thin-wall Pier's Thick Caps Using Strut-and-tie Model
九桩双薄壁墩厚承台空间桁架模型现场试验研究
3.
The Experimental Study and Nonlinear Analysis for Thick Piles Cap
桩基厚承台的试验研究与非线性分析
4.
Experiment Research and Finite Element Analysis on Thick Pile Cap;
桩基厚承台的试验研究与有限元分析
5.
The Experimental Study on Steel Fiber Reinforced Concrete Thick Cap with Two and Five Piles;
钢纤维混凝土二桩、五桩厚承台试验研究
6.
Load Transfer Mechanism of SFRC Thick Pile Cap with Three Piles and Calculation of the Tension and Quantity of Steel
钢纤维混凝土三桩厚承台传力机理与配筋计算
7.
Study on Load Carrying Mechanism and Design Method of Large Group Foundations Thick Pile Caps;
大型群桩基础厚承台受力机理与设计方法研究
8.
Study on Interaction Mechanism of Cap-Pile Groups-Soil for Isolated Foundation;
独立柱基下承台、群桩与土共同工作机理研究
9.
Spatial Tie-arch Load-transferred Model for Steel Fiber Reinforced Concrete Piles Caps
钢纤维增强混凝土桩基厚承台空间拉杆拱传力模型的建立
10.
How To Design and Review Platform Thickness Of Piling Foundation In Project Structure Work
在项目结构设计中如何确定和审查桩基承台的厚度
11.
Study for Load Transfer Mechanism of Space Truss of Combined Pile Caps under Group-column
群柱下联合桩承台空间桁架传力机理的探讨分析
12.
Researches on the Effects of Pile Cap to Pile s Lateral Capacity;
单桩承台对桩水平承载力的影响研究
13.
With the proposed formula in Specification for Design of Reinforced Concrete Pile Caps( CECS88:97) for reference, a simplified method for SFRC piles cap calculation is also promoted in terms of the load transferred model of cap.
并结合文献[]式,按该模型的传力方式提出了钢纤维混凝土桩基厚承台承载力的简化计算方法。
14.
Theortical Solution of Displacement and Stress of a High-rise Pile Based on Link Connection between Pile and Cushion Cap
桩-承台铰接的高承台桩位移及内力分布解析解
15.
Study on the buildingpiles instead of piles testing in mul-piles cap of factory building
多桩承台厂房将工程桩作为试桩的研究
16.
double column open-back press with fixed bed
双柱开式固定台压力机
17.
On height computation method of pile type bridge pier and ribbed plate type abutment post
桩柱式桥墩、肋板式桥台柱顶高程计算方法
18.
"and he took me to the Temple, and took the measure of the uprights, six cubits wide on one side and six cubits wide on the other."
他带我到殿那里量墙柱,这面厚六肘,那面厚六肘,宽窄与会幕相同。