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- Design of Arch Rib Reinforcement for Steel Tubular Concrete Tied Arch Bridge 某钢管混凝土系杆拱桥拱肋加固方案的设计
- Construction Technology for Steel Tubular Concrete Temporary Support 钢管混凝土临时支座施工技术
- Construction Technology for the Inclined Steel Tubular Concrete Column of Nanjing New Railway Passenger Station 南京铁路新客站钢管混凝土斜柱施工技术
- Construction of a Half-through Steel Tubular Concrete Arch Bridge over Suzhou River 苏州河中承式钢管混凝土拱桥施工技术
- A Simulation Analysis of Lifting and Assembling the Arch Rib of a Long Span Steel Tubular Concrete Arch Bridge 大跨度钢管混凝土拱桥拱肋分段缆索吊装模拟结构分析
- Analysis of the Sequence of Concrete Pouring for Dumbbell Shape Steel Tubular Concrete Arch Bridge 哑铃形钢管混凝土拱灌筑顺序分析
- Key technologies of monolithic erecting the steel tubular concrete arch bridge by floating 钢管混凝土拱桥浮拖法整孔架设关键技术
- steel tubular concrete 钢管混凝土
- AIJ, Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures [S ]. 张素梅.;钢管混凝土构件在轴心拉力作用下的性能[J]
- Architectural Institute of Japan (AIJ).Recommendations for design and construction of concrete filled steel tubular structures [S]. 福建省工程建设地方标准.;钢管混凝土结构技术规程[S]
- Eccentrically loaded concrete filled steel tubular(CFST) laced columns were tested with slenderness ratio as main experimental parameter. 进行了钢管混凝土格构柱偏心受压试验,试验参数为长细比。
- The concrete filled stell tubular (known as CFST) is a composite structural material formed by thin steel tubular filled with concrete. 钢管混凝土(CFST),是由混凝土填入薄壁圆形钢管内,形成的组合材料。
- The technology for construction of steel tubular pile caps is described in the. 文章主要介绍钢管桩桩帽的施工工艺。
- Static loading and repeated low cycle loading tests are carried on a new type of foot joint of concrete filled steel tubular. 对新型钢管混凝土柱脚节点进行了静力加载和低周反复加载试验研究。
- Nonlinear analysis concrete filled steel tubular arches' mechanical property was researched.The appropriate constitutive equation was selected. 摘要对一个模型拱进行了非线性分析,研究了钢管混凝土拱的力学性能。
- Four concrete filled circular steel tubular specimens confined by CFRP circumferentially were experimentally investigated in this paper to study their torsion behavior. 摘要目的了解CFRP环向约束圆钢管混凝土的扭转性能,给出其抗扭极限承载力的表达式。
- This paper focused on the temperature distribution of concrete filled steel tubular arch section during its construction and its service phase under solar radiation. 本文着重探讨钢管混凝土拱肋在施工过程中和成桥后在日照作用下的截面温度场问题。
- Research is done on slow change of concrete-filled steel tubular constriction and prestress loss caused by concrete shrinkage.The parsing formula of the prestress loss is deduced. 摘要对钢管混凝土收缩徐变和预应力筋松弛引起的预应力损失进行了研究,推导出了该项预应力损失解析式。
- A total of 22 four-tube Concrete Filled Steel Tubular(CFST)laced columns are tested,with the experimental parameters being slenderness ratio and eccentricity. 进行共计22根四肢钢管混凝土格构柱的极限承载力试验,试验参数为长细比和偏心率。