Furthermore,the full-scale model test was carried out and showed that the concrete proportion and curing and construction methods can be applied in the massive concrete foundation slab of the main tower.
足尺模型试验进一步表明配合比及施工、养护方法适用于实际底板工程中。
The full-scale model test was carried out.
通过足尺模型试验,证明了所选用混凝土配合比及施工、养护方法能够满足实际底板施工过程中控制裂缝的要求。
With full-scale models,this paper investigated the seismic behavior of pre-cast concrete beam-column subassemblies with cast-in-situ monolithic joints under low-cycle reversed loading.
基于住宅产业化的需要,采用足尺模型试验方法,对采用新型连接方式的混凝土后浇整体式梁柱节点构件在低周反复荷载作用下的开裂破坏形态、滞回特性、骨架曲线、延性性能、耗能能力等进行了系统研究,结果表明:采用梁底纵向筋对焊连接的节点构件抗震性能能满足"强柱弱梁,更强节点"的要求。
Based on the conformation and characteristic of strand layout in cable pylon of Poyanghukou Bridge,the test project of the full scale model of segment of cable pylon is designed,the values obtained by spatial analysis and test results are compared,Some important conclusions are drawn,and it is beneficial to the construction of Poyanghukou Bridge.
根据鄱阳湖口大桥斜拉索塔构造及预应力束布置的特点 ,设计了索塔节段足尺模型试验方案 ,由空间分析的一些主要成果及其与试验实测值的比较 ,得到了许多有益的结论 ,其对湖口大桥的建设具有一定的指导作
By full-scale model test of the anchorage zone of the pylon of Runyang Yangtze River Bridge,the prestressing technique for the U-shaped tendons was investigated,and the stress distribution in the model were measured and analyzed,and the critical cracking load and ultimate load for the anchorage zone were obtained.
通过润扬大桥北汊斜拉桥索塔锚固区的节段足尺模型试验 ,研究了塔身U形束的预应力施工工艺 ,进行了索塔模型在U形预应力束及斜拉索作用下的应力量测与分析 ,给出了索塔的开裂及破坏荷载。
The type of shear connectors selection test and full-scale model test for the anchorage zone segment of Jintang Bridge, which is under-construction, were the project background.
本文以在建中的金塘大桥的索塔锚固区剪力键选型试验和节段足尺模型试验为项目背景。
The non-uniformity of small-radius UPTs elongation and tensile stress is studied by the full-scale model test of the tower anchorage zone at one cable-stayed bridge.
在前人的基础上,笔者设计了一种不均匀性的测试方法,借助统计手段,通过梅溪河斜拉桥索塔锚固区足尺模型试验研究了小半径"U"形环向预应力伸长量不均匀性和由此引起的预应力钢筋受力的不均匀性,研究认为小半径"U"形环向预应力伸长量和受力不均匀存在必然性,且群锚中钢铰线根数越多,这种不均匀程度越严重,张拉控制应力限值不宜再按现行桥梁设计规范取值,应适当降低。
Full-Scale Model Test and Numerical Modeling for Behavior of Cast-in-Place Concrete Large Diameter Pipe Pile under Lateral Load
PCC桩水平承载特性足尺模型试验与数值模拟
Model Experiment Analysis on Steel Anchor Plate Cable-Pylon Anchorage Zone
钢锚板式索塔锚固区足尺模型试验研究
Full-scale model test of the anchorage zone on Malinghe Super-bridge
马岭河特大桥塔柱节段足尺模型试验研究
Full-scale Model Test for Pylon Segment of Changshou Yangtse River Highway Bridge
长寿长江公路大桥索塔节段足尺模型试验研究
Full-Size Testing to Determine Stress Concentration Factors of Dragline Tubular Joints
索管节点应力集中系数的足尺模型试验研究
Shaking table test on a composite-beam frame with semi-rigid connections
半刚性连接组合梁框架足尺模型模拟地震振动台试验
The test and spatial analysis for the full scale segment model of the cable pylon of Poyanghukou Bridge
鄱阳湖口大桥索塔节段足尺模型试验与分析研究
A Full Scale Fatigue Test of Steel Box Anchorage on Girder of Highway and Light-railway Cable Stayed Bridge
公轨两用斜拉桥钢锚箱式索梁锚固区足尺模型疲劳试验研究
Test and Analysis of Cable Bent Tower s Full Scale Segmental Model in Cable-Stayed Bridge;
斜拉桥索塔锚固区节段足尺模型试验及有限元分析
Stress Analysis and Full-scale Model Test Study to Anchorage Zone of Pylon of Three Tower Cable-stayed Bridge;
三塔斜拉桥拉索锚固区应力分析及足尺模型试验研究
Experimental study on aseismic performance of a full-scale multi-story residential building of CTSRC structure
钢网构架混凝土复合结构多层住宅足尺模型抗震性能试验研究
Study on Multiple Scales Analysis and Prediction of Ecological Footprint Model;
生态足迹模型的多尺度分析及其预测研究
Full-Scale Model Test and Study of Stay Cable Anchorage Zones in Pylons of Fumin Bridge in Shenyang
沈阳市富民桥索塔锚固区足尺节段模型试验研究
Full-scale segmental model experiments research on anchorage zone of Shanghai MinPu Second Bridge pylon
闵浦二桥主桥索塔锚固区足尺节段模型试验研究
core mechanical mockup
堆芯机械全尺寸模型
Full-scale Test Research on Moving Aluminum Alloy House;
轻型铝合金活动房屋的足尺试验研究
Urban Scale Ecological Footprint Model Based on Macroscopical Trade-correct Method:A Case Study in Pearl River Delta Urban Agglomeration
基于宏观贸易调整法的城市尺度生态足迹模型——以珠江三角洲城市群为例
Test Research on Full-Scale Light Aluminum Alloy Mobile Building Structure;
轻型铝合金活动房屋结构的足尺试验研究