1) continuous frame-structure bridge
连续框构桥
2) continuous rigid frame bridge
连续刚构桥
1.
Simply discussing the top box grider construction quality control of the continuous rigid frame bridge;
浅谈连续刚构桥上部箱梁施工质量控制
2.
Time domain analysis of buffeting of long-span continuous rigid frame bridge at the longest cantilever stage;
大跨连续刚构桥最大悬臂阶段抖振时域分析
3.
Stress monitoring and controlling research and analysis of the large span prestressed concrete continuous rigid frame bridge;
大跨径预应力混凝土连续刚构桥应力监控研究分析
3) continuous rigid-frame bridge
连续刚构桥
1.
Box-girder curve parameter analysis of PC continuous rigid-frame bridge;
PC连续刚构桥箱梁下缘曲线选取研究
2.
The design of continuous rigid-frame bridge with double thin-wall piers;
一座双薄壁墩连续刚构桥梁的设计
3.
Construction control system of long span prestressed concrete continuous rigid-frame bridge based on artificial neural network;
大跨径PC连续刚构桥神经网络控制系统
4) continuous rigid bridge
连续刚构桥
1.
Static experimental analysis of a three-span continuous rigid bridge;
三跨连续刚构桥静力试验分析
2.
It is good to describe the bridge surface roughness as a zero-mean stationary Gaussian random process and vehicles as one freedom model,applying ANSYS software to build limit dimensional model of continuous rigid bridge,and bring forward a predigested method to analyze the vehicle-bridge vibration of continuous rigid bridge,in order to discuss variation rules of dynamic coefficient.
将桥面平整度描述为零均值的平稳高斯随机过程,车辆模型采用单自由度模型,运用ANSYS软件建立连续刚构桥空间有限元模型,提出连续刚构桥车-桥振动分析的一种简化方法,可用以探讨冲击系数的变化规律。
3.
The long-span continuous rigid bridge is used widely in our country,although there will be many different cracks occur in concrete of girder during the construction and applications.
大跨径连续刚构桥在我国有着广泛的应用。
5) continuous rigid frame bridges
连续刚构桥
1.
The main reasons analyis of the span centre deflection on long-span Prestressed Concrete continuous rigid frame bridges;
大跨PC连续刚构桥跨中挠度主要影响因素分析
2.
The Research on Sections of Piers of the Long Span and High Pier Continuous Rigid Frame Bridges;
大跨高墩连续刚构桥墩截面研究
3.
It is significant for improving the joints quality to discuss the influence of vertical joints on long-term distortion of continuous rigid frame bridges combining construction factors,by analyzing the contribution of vertical shearing distortion to the later deflection in different construction quality.
结合施工因素讨论连续刚构桥竖向接缝对成桥后期挠度的影响,同时分析不同施工质量下竖向接缝剪切徐变对后期挠度的贡献,对提高接缝质量具有重要意义。
6) continuous rigid-framed bridge
连续刚构桥
1.
Seismic response analysis for long-span continuous rigid-framed bridges under excitation of traveling waves;
行波激励下大跨度连续刚构桥的地震反应分析
2.
Discussion on the span closure section construction in continuous rigid-framed bridge;
浅谈连续刚构桥中跨合龙段施工
3.
The analysis of static load tests of a long span continuous rigid-framed bridge;
大跨度连续刚构桥静载试验分析
补充资料：刚构桥
| 刚构桥 rigid frame bridge 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。
|
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条