1、

Application of Neutral Network Method in Lines Control for Long Span Rigid Frame Bridge

神经网络方法在大跨度刚构桥线形控制的应用

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2、

The system parameter error is one of the main errors that cause the cantilever construction control of the PC continuous rigid frame bridge, so the important mission of the construction control is to eliminate the system parameter error.

系统参数误差是引起PC连续刚构桥悬臂施工控制误差的主要因素之一,因此消除系统参数误差是施工控制的关键所在。

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3、

Application of Vibration Isolation Technology in Continuous Rigid Frame Bridge

隔震技术在连续刚构桥中的应用

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4、

The Research on Numerical Simulation of Aerodynamic Performance of Continuous Rigid Frame Bridge

连续刚构桥梁的气动性能数值模拟研究

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5、

Research on effect factors of deflection in simulation analysis of continual rigid frame bridge

连续刚构桥仿真分析中挠度影响因素的研究

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6、

In the design of the continuous rigid frame bridge with double thin-wall piers, the reasonable selecting of parameters is very important to the bridge.

在双薄壁墩连续刚构桥设计中,选择合理优化的双薄壁墩的墩距和壁厚等参数是至关重要的。

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7、

Construction Control Analysis for Continuous Rigid Frame Bridge

连续刚构桥梁施工控制分析

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8、

The Research on Continuous Rigid Frame Bridge Health Monitoring Data Collection and Processing

连续刚构桥健康监测数据的采集和处理

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9、

Large-span Continuous Rigid Frame Bridge Health Monitoring and Evaluation System

大跨径连续刚构桥梁健康监测与评估系统

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10、

The Temperature Stress Analysis of Rigid Frame Bridge with Inclined Leg

斜腿刚构式桥温度应力分析

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11、

Analysis of Temperature Effect of Large Span Continuous Rigid Frame Bridge

大跨径连续刚构桥的温度效应分析

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12、

Stochastic Seismic Response Analysis of Long-span Continuous Rigid Frame Bridge

大跨径连续刚构桥的随机地震动响应分析

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13、

Dynamic Characteristic Analysis of Reinforced Concrete Slant Legged Rigid Frame Bridge

钢筋混凝土斜腿刚架桥动力特性分析

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14、

Reinforced concrete rigid frame arch bridges are developed from truss arch bridge and rigid frame bridges with inclined legs, and it is a high degree statically indeterminate thrust structure.

钢筋砼刚架拱桥是在桁架拱桥、斜腿刚架桥等基础上发展起来的另一种新桥型,属于有推力的高次超静定结构。

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15、

Construction Deformation Study of Long-span Curve Rigid Frame Bridge with High Piers

高墩大跨弯连续刚构桥施工变形研究

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16、

Moreover, parameter analysis of rise-to-span ratio of truss arch bridge with oblique tension link and span ratio of slant legged rigid frame bridge are carried out in four kinds of span which are 20m, 30m, 40m and 50m.

分别对其中最常用的斜拉杆式桁架拱桥和斜腿刚架桥进行了跨径为20m、30m、40m和50m时的矢跨比和分跨比参数分析。

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17、

Application and analysis of level swing method of T rigid frame bridge

T型刚构桥水平转体法施工的研究与应用

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18、

The Parameter identification Research of Construction Control for Continuous Rigid Frame Bridge

连续刚构桥施工控制中的参数识别方法研究

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19、

Application of ANSYS to Analysis of the Thermal Effect of the Continuous Rigid Frame Bridge

ANSYS在连续刚构桥温度效应分析中的应用

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20、

Dynamic optimum for the layout of rigid frame bridge with inclined piers

斜腿刚构桥几何布局的动力优化设计

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