非对称刚性索单塔悬索桥的简化分析

Tatjana Grigorjeva, A. Paeglitis
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引用次数: 0

摘要

悬索桥具有独特的建筑表现形式和卓越的技术经济性能。然而,尽管悬索桥有很多优点,但也有一些缺点。具有柔性缆索的悬索桥共享由运动原点的位移引起的过度变形。为了提高悬索桥的刚度,一种创新的结构解决方案是使用刚性缆索而不是柔性缆索。本文介绍了一种考虑安装特点的非对称单塔悬索桥的计算方法。此外,本文还对该桥进行了数值模拟,并确定了所提出方法的准确性。
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THE SIMPLIFIED ANALYSIS OF THE ASYMMETRIC SINGLE-PYLON SUSPENSION BRIDGE WITH RIGID CABLES
Suspension bridges are characterized by exceptional architectural expressions and excellent technical and economic properties. However, despite all advantages, suspension bridges have a few negative features. Suspension bridges with flexible cables share excessive deformation caused by the displacement of kinematic origin. In order to increase the stiffness of suspension bridges, an innovative structural solution refers to rigid cables used instead of the flexible ones. The paper describes a methodology for calculating an asymmetric single-pylon suspension bridge with rigid cables considering installation features. Also, the article presents the numerical simulation of the bridge and determines the accuracy of the proposed methodology.
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审稿时长
15 weeks
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