钢箱梁斜拉桥,cable-stayed bridge with steel box girder
1)cable-stayed bridge with steel box girder钢箱梁斜拉桥
1.In this paper, some key problems of applying incremental launching incable-stayed bridge with steel box girder are studied and discussed, for the design and construction of bridges alike.而钢箱梁顶推施工近期应用日益广泛，但是理论研究却滞后于工程设计实际，因此，本文选择钢箱梁斜拉桥顶推施工的关键问题进行分析，为同类桥梁的设计和施工提供参考。
英文短句/例句
1.The Research of Key Problems in the Incremental Launching of Cable-stayed Bridge with Steel Box Girder;钢箱梁斜拉桥顶推施工关键问题研究
2.The Research on Construction Control in the Incremental Launching of Main Girder of Cable-stayed Bridge with Steel Box Girder钢箱梁斜拉桥主梁顶推法施工阶段控制研究
3.Stress distribution in anchorage zone between beam and cable for cable-stayed bridge with steel box girder钢箱梁斜拉桥耳板式索梁锚固结构应力分布
4.Error Analysis in Construction Control of Long Span Steel Box Girder Cable-Stayed Bridge;大跨度钢箱梁斜拉桥施工控制中的误差分析
5.Error Study on Construction Control of Long Span Steel Box Girder Cable-Stayed Bridge大跨度钢箱梁斜拉桥施工控制误差研究
6.EXPERIMENTAL STUDY ON ANCHOR-PLATE ANCHORAGE FOR CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER钢箱梁斜拉桥锚拉板式索梁锚固结构的试验研究
7.The Application of Geometric Control Method in Construction Control of Long Span Steel Box Girder Cable-Stayed Bridge;几何控制法在大跨度钢箱梁斜拉桥施工控制中的应用
8.Analysis of Shear Deflection of Flat Steel Box Girder of Cable-Stayed Bridge;斜拉桥扁平钢箱梁剪切变形效应分析
9.Study on Shear Lag Effect in Flat Steel Box Girder of a Cable-stayed Bridge斜拉桥扁平钢箱主梁剪力滞效应研究
10.Experimental Study on Control Measures for Vortex-induced Vibration in Steel Box Girder of Cable-stayed Bridge斜拉桥钢箱梁涡振控制措施试验研究
11.Analysis of Stress strain at Anchorage between Box shaped Steel Beams and Cables in Cable stayed Bridge斜拉桥钢箱梁索梁锚固区域应力应变分析
12.Design of Separated Steel Box Girders for Main Shipping Channel Cable-Stayed Bridge of Shanghai Changjiang River Bridge上海长江大桥主航道斜拉桥分离式钢箱梁设计
13.Discussion on anchor-hold structure of steel box stiffening beam in large-span cable stayed bridge大跨度斜拉桥钢箱加劲梁拉索锚固结构的探讨
14.Study on the Reasonable Pattern of Cable-Girder Anchorage for Steel Cable-Stayed Bridge钢斜拉桥锚箱式索梁锚固区合理构造型式研究
15.The Study on Structural Performance of Cable-Stayed Bridges with Steel-Concrete Combined Box Girder;钢—混凝土组合箱梁斜拉桥结构性能研究
16.Experimental Research on the Load Carrying Performance of Steel-concrete Junction in Box Girder of Cable-stayed Bridge斜拉桥箱梁钢-混结合段受力的试验研究
17.Analysis of Spatial Stresses of Box Girder with Cable Anchorage in Cable-Stayed Bridge斜拉桥拉索锚区箱梁的空间应力分析
18.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
相关短句/例句
steel box beam bridge钢箱梁桥
1.The conclusion drived from a numeric example shows that the stiffness of thesteel box beam bridges can be increased only by curving prestress tendors.按弹性力学理论导得了体外预应力钢箱梁桥的变形分析方法 ,建立了简支索梁的基本概念及假设和基本平衡方程 ,采用伽辽金能量原理得到了平衡方程的解答。
bined with the construction of Hancai Expressway,the paper introduced the construction technology and quality control ofsteel box beam bridge floor paving,especially discussed its new technique etc.桥面铺装在行车荷载与环境因素的复合作用下,对铺装性能与耐久性均有很高的要求,而钢箱梁桥面板上的桥面铺装比一般桥面铺装的要求更为苛刻,控制起来难度更高。
3)truss road and rail cable-stayed bridge钢桁梁公铁斜拉桥
4)steel cable-stayed bridge钢斜拉桥
1.Study on construction of long-spansteel cable-stayed bridge;大跨度钢斜拉桥的施工研究
2.Stability analysis of long-spansteel cable-stayed bridge大跨度钢斜拉桥稳定性分析
3.They are the schemesofsteel cable-stayed bridge with one tower and two poles, or with two towers and one pole, or with twotowers and two poles.考虑结构的非线性和构件的极限承载能力,并且计入施工过程变形和应力的叠加效应,对南京长江三桥初步设计方案(独塔双柱、双塔独柱和双塔双柱)钢斜拉桥进行了分析,重点研究了施工全过程中的结构稳定性问题。
5)bridge steel box girder大桥钢箱梁
1.A heavy-duty anti-corrosive coating process was applied to thebridge steel box girder for guaranteeing its service lifetime.为了保正大桥钢箱梁的使用寿命,采用了重防腐涂装工艺。
2.The service time and the best time for maintenance ofbridge steel box girder coating were put forward in this paper.阐述了大桥钢箱梁涂层的使用寿命以及维修保养的最佳时期。
6)wide steel-box-girder bridge宽钢箱梁桥
延伸阅读
ANSYS壳单元分析箱梁! Analysis a box beam section with shell elements of ANSYS! 用ansys的壳体单元分析箱梁! Box dimension: 10*4*4m with shell thickness of 0.04m! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing! 陆新征，清华大学土木系! Aug. ! Define the Element! 定义单元/PREP7 !* ET,1,SHELL93!* ! Define the section for shells! 定义壳单元截面R,1,.04, , , , , , !* ! Define the material! 定义材料MPTEMP,,,,,,,, MPTEMP,1,0 MPDATA,EX,1,,200e9 MPDATA,PRXY,1,,.3 ! Setup the model! 建模! Define the keypoints! 定义关键点k,1,0,0,0 k,2,4,0,0 k,3,4,4,0 k,4,0,4,0 ! Define the lines! 定义线l,1,2 l,2,3 l,3,4 l,4,1 ! Define the section area! 定义截面a,1,2,3,4
