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1)  continuous curved plate bridge
连续弯板桥
1.
The essay puts forward a temperature internal force analysis method for continuous curved plate bridges caused by sunshine temperature difference.
本文论述了超静定结构体系连续弯板桥由于日照温差引起的温度内力分析方法,所采用的方法是曲厚板单元空间分析法,该单元不仅适用于厚板而且也适用于薄板的分析。
2)  continuous slab bridge
连续板桥
1.
Applying synthetically the principle of three methods:(a)increasing coefficient method of interal force in section;(b)load transverse distribution coefficient method for rigid jointed plat bridge;(c)method of equivalent span of simple supported beam,the calculating model for integrative type of reinforced concrete continuous slab bridge with cantilever flange is established.
综合应用了 3种计算方法的原理 :( 1)内力增大系数法 ;( 2 )刚接板荷载横向分布系数法 ;( 3)等代简支梁跨长等 ,建立了带悬臂翼缘的整体式钢筋混凝土连续板桥计算模型。
3)  Curved continuous girder bridge
弯连续梁桥
4)  bow beam bridge
连续弯梁桥
1.
The thesis studies and analyzes construction controlling of continuous bow beam bridge.
本文对连续弯梁桥的施工控制进行分析,在实际项目数据收集和分析的基础上,借鉴桥梁施工控制的最新研究成果,对有支架施工连续弯梁桥的施工控制进行研究。
5)  panel board of continuous bridge
连续桥面板
6)  continuous curved box girder bridge
连续弯箱梁桥
1.
Correct identification of displacement parameters of continuous curved box girder bridge which helps to evaluate the displacement field and stress field effectively and structure prediction was analyzed.
为了有效评估和预测弯箱梁桥位移场、应力场,进行了连续弯箱梁桥位移参数的识别,推导了连续弯箱梁桥位移参数的Kalman滤波方程,同时基于Novozhilov-柔度理论,给出了弯箱梁桥位移参数Kalman滤波识别的具体步骤。
2.
The calculating model for analysis of continuous curved box girder bridges by plan element computer program is established.
建立了应用平面杆系有限元法计算程序分析连续弯箱梁桥的计算模型 ,并且还引入了应力增大系数来计入约束扭转产生的效应。
补充资料:长春冷弯型钢总厂生产的异形冷弯型钢


长春冷弯型钢总厂生产的异形冷弯型钢


  长春冷弯型钢总厂生产的异形冷弯型钢
  
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