1、

Analysis of Earthquake Response for Single tower Suspension Bridge

单塔悬索桥的地震响应研究

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2、

Research on Hanger Installation Analysis and Finite Element Analysis for Self-Anchored Suspension Bridge

自锚式悬索桥吊索张拉计算和有限元分析研究

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5、

On Clamp Anti-slide and Stress Test of Cable Self-anchored Suspension Bridge

自锚式悬索桥索夹抗滑及应力测试试验研究

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6、

Stiffening girder sections of suspension bridge are often connected each other by temporary connection during the construction.

在悬索桥加劲梁的吊装过程中,梁段之间一般采用临时连接来进行安装。

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7、

Research on Stiffening Girders Erection and Temporary Connection of Suspension Bridge; Experiment on Ultimate Bearing Capacity of U-stiffened Plate of Orthotropic Steel Box Girder

悬索桥钢箱加劲梁安装过程及临时连接的研究正交异性钢箱梁U型肋加劲板极限承载力试验

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8、

The 430-meter long, 6-meter wide bridge is also the world's longest open space suspension bridge, and boasts the world's steepest ziptreck and highest Bungee platform.

桥总长430米,宽6米,它也是世界上最长的露天吊桥,并号称具有全球最陡的高山滑索和最高的蹦极平台。

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9、

In this paper, the real time displacement characters monitored by GPS are got through comparing several ordinary methods, and the test data of Humen suspension bridge is analyzed.

本文比较了几种常用的位移监测方法,给出GPS(RTK)技术对位移进行实时监测的特点,并对虎门大桥的GPS监测数据进行了分析。

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10、

Based on the analysis of natural vibration character, this paper studies the seismic response of cable-stayed and self-anchored suspension bridge is analyzed by the response spectrum method and time-history method.

在自振特性分析的基础上,通过反应谱法和时程分析法计算了自锚式吊拉组合索桥的抗震反应。

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11、

The seismic response analysis of a long-span suspension bridge is undergone by means of the seismic response spectrum method and the linear/ nonlinear seismic time-history dynamic method.

对一座大跨度悬索桥进行了地震反应谱分析和线性、非线性的地震时程分析,并在此基础上对该桥进行了抗震性能验算。

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12、

Among the modeling factors, cable saddle effect on the static and dynamic characteristics of suspension bridge is the greatest.

在建模诸因素中,鞍座的模型化处理对悬索桥结构的静动态特性影响是最大的。

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14、

Theoretical Study on Space Coupling Free Vibration Analysis of Self-anchored Suspension Bridge

自锚式悬索桥空间耦合自由振动分析的理论研究

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15、

Relationship Between Geometric Displacement and Overall Layout of Suspension Bridge Tower Saddles

悬索桥主鞍座的几何位移特征及与总体布置的关系

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16、

Firstly, the influences of bridge tower upon stable type suspension bridge static and kinetic analysis are made.

本文的成果有两点:一是通过计算得到了索塔对稳定桥的静力和动力分析的影响。

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17、

Influence Analysis on Anchorage and Bearing Offsets of Curved Cable-Stayed Bridge Tower Lifting Construction Analysis of A New Type Self-anchored Suspension Bridge

曲线斜拉桥锚固点与支座偏移受力影响一座新型自锚式悬索桥的索塔施工控制研究

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18、

By introducing the concept of longitudinal stiffness of the bridge tower make the improved virtual beam method used in the analysis of multi-span suspension bridge.

通过引入桥塔纵向刚度的概念,把改进的虚拟梁法应用于连跨多主跨悬索桥的求解中。

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19、

Theory& Win32 software development of design and construction calculation about suspension bridge maim cables

悬索桥主缆线形设计与施工计算原理及其Win32软件开发

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20、

Tension measurement and analysis of hangers for self-anchored suspension bridge based on frequency method

基于频率法的自锚式悬索桥吊索力测试与分析

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