曲线连续刚构,curve continuous rigid frame bridge
1)curve continuous rigid frame bridge曲线连续刚构
1.Thecurve continuous rigid frame bridge integrated with the characteristics of the curve bridge and the continuous rigid frame bridge.本文从工程实践出发,利用有限元结构分析软件MIDAS/Civil建立结构模型分析了曲线连续刚构梁桥的变形特点(竖向变形、横向变形、扭转变形),并以此对施工过程中立模标高的控制提供科学依据。
英文短句/例句
1.Deformation Analysis of Continuous Curved Rigid Frame Bridge with Long-Span and High-Pier;大跨高墩曲线连续刚构桥的变形分析
2.The seismic response analysis of curved continuous rigid frame bridges with high piers and long span高墩大跨曲线连续刚构地震响应分析
3.Line-type Control of Cured Continuous Rigid Frame Bridge in Construction;大跨曲线连续刚构桥施工中的线形控制
4.Nonlinear Earthquake Response Analysis of Curved Continuous Rigid Frame Bridge with High Piers and Long Spans;高墩大跨曲线连续刚构桥非线性地震反应分析
5.Construction Control and Comparative Analysis of Curve High Pie Continuous Rigid Frame Bridge;曲线连续刚构梁桥施工过程中变形控制分析
6.Research on Deformation Control of Long-Span Curved Continuous Rigid-Frame Bridge with High Piers;高墩大跨径曲线连续刚构桥变形控制研究
7.Seismic Response Analysis of High Pier and Long-Span Curved Continuous Rigid Frame Bridge高墩大跨曲线连续刚构桥地震响应分析
8.A study on setting parametric camber of large-span curved continuous rigid frame bridge大跨曲线连续刚构桥预拱度的参数化研究
9.The pouring construction technology of small radius flat curve continuous steel bridge cantilever小半径平弯曲线连续刚构桥悬臂浇筑施工技术
10.Simulation Analysis and Curing Effect Research of Curved Continuous Rigid Frame Bridge during Cantilever Construction;曲线连续刚构桥悬臂施工阶段的仿真分析及弯曲效应研究
11.Study on Design Parameters Affecting the Seismic Response of Curved Continuous Rigid Frame Bridges with Long-span and High-pier高墩大跨曲线连续刚构桥梁地震响应的设计参数研究
12.The Buffeting Response Analysis of Curved Long Span continuous Rigid Frame Bridge in Cantilever Construction Stage;高墩大跨曲线连续刚构桥最大悬臂施工阶段抖振响应分析
13.Inner force analysis of curved prestressed concrete rigid frame bridge with long-span and high piers高墩大跨预应力混凝土曲线连续刚构桥内力分析
14.The Construction Control of Cured Continuous Rigid Frame Bridge with Long-span and Its Application;大跨径连续刚构曲线桥的施工监控技术及应用
15.Static Analysis for Curved Extra-dosed Prestressing Continuous Rigid Frame Bridge曲线部分斜拉—连续刚构桥力学行为研究
16.On Controlling Analysis of the Construction of Large Span Curved Rigid Frame-Continuous Combined Girder Bridge大跨度曲线刚构—连续组合梁桥施工控制分析
17.The Analysis of Geometrical Nonlinear Behavior of Long-Span Continuous Rigid Frame Bridge with High-Pier;高墩大跨连续刚构桥几何非线性分析
18.The Analysis of Nonlinear Stabilization for High Pier and Long Span Continuous Rigid Frame Bridge;高墩大跨连续刚构桥非线性稳定分析
相关短句/例句
Curved continuous rigid-frame bridge曲线连续刚构桥
1.In this thesis, the spectrum analysis and transient analysis of curved continuous rigid-frame bridge with high piers and long spans under seismic excitation are performed.本文对高墩大跨曲线连续刚构桥进行了地震反应谱分析和地震时程反应分析。
3)Cured continuous rigid frame bridge with long-span大跨径连续刚构曲线桥
4)high pier continuous rigid frame bridge高墩曲线连续刚构桥
1.The inner force and deformation ofhigh pier continuous rigid frame bridge are influenced not only by the beam′s curvature radius, but also by the pier stiffness.高墩曲线连续刚构桥的内力与变形不仅受到箱梁曲率半径的影响,同样也受到桥墩刚度的影响。
5)high pier long span consecutive rigid curved beam bridge高墩大跨曲线连续刚构桥
6)continuous curved rigid frame bridge with long-span and high-pier大跨高墩曲线连续刚构桥
1.Based on Tai zaogou Bridge, the MIDAS/Civil finite element software by Korea is adopted in this thesis to analyse the deformation features ofcontinuous curved rigid frame bridge with long-span and high-pier.大跨高墩曲线连续刚构桥结合了曲线梁桥和刚构桥的受力特点，加之高墩、大跨的柔度较大，使结构分析变得复杂。
延伸阅读
刚构桥刚构桥rigidframebridge主要承重结构采用刚构的桥梁。梁和腿或墩（台）身构成刚性连接。按结构形式可分为门式刚构桥、斜腿刚构桥、T形刚构桥和连续刚构桥。①门式刚构桥。其腿和梁垂直相交呈门形构造，可分为单跨门构、双悬臂单跨门构、多跨门构和三跨两腿门桥。前三种跨越能力不大，适用于跨线桥，要求地质条件良好，可用钢和钢筋混凝土结构建造。三跨两腿门构桥，在两端设有桥台，采用预应力混凝土结构建造时，跨越能力可达200多米。②斜腿刚构桥。桥墩为斜向支撑的刚构桥，腿和梁所受的弯矩比同跨径的门式刚构桥显著减小，而轴向压力有所增加；同上承式拱桥相比不需设拱上建筑，使构造简化。桥型美观、宏伟，跨越能力较大，适用于峡谷桥和高等级公路的跨线桥，多采用钢和预应力混凝土结构建造。如安康汉江桥（铁路桥），腿趾间距176米，1982年建成。③T形刚构桥。是在简支预应力桥和大跨钢筋土箱梁桥的基础上，在悬臂施工的影响下产生的。其上部结构可为箱梁、桁架或桁拱，与墩固结而成T型，桥型美观、宏伟、轻型，适用于大跨悬臂平衡施工，可无支架跨越深水急流，避免下部施工困难或中断航运，也不需要体系转换，施工简便。④连续刚构桥。分主跨为连续梁的多跨刚构桥和多跨连续-刚构桥，均采用预应力混凝土结构，有两个以上主墩采用墩梁固结，具有T形刚构桥的优点。但与同类桥（如连续梁桥、T形刚构桥）相比：多跨刚构桥保持了上部构造连续梁的属性，跨越能力大，施工难度小，行车舒顺，养护简便，造价较低，如广东洛溪桥。多跨连续-刚构桥则在主跨跨中设铰，两侧跨径为连续体系，可利用边跨连续梁的重量使T构做成不等长悬臂，以加大主跨的跨径。重庆长江大桥：T形刚构公路桥
