静风荷载作用下大跨度悬索桥动力性能研究

Q4 Mathematics
Ji Li-jun
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引用次数: 1

摘要

大跨度悬索桥的动力特性是研究其风振和地震反应的关键。悬索桥是一种几何非线性结构,其动力性能与内力状态密切相关。静风荷载将彻底改变结构的内力状态,从而改变结构的动力性能。本文探讨了静风荷载对大跨度悬索桥的影响,提出了静风荷载作用下大跨度悬索桥动力性能的计算方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research of the dynamic behavior of long span suspension bridges under static wind load
The dynamic behavior of long span suspension bridge is the key to the research of its windinduced vibration and seismic response. Since suspension bridge is a type of geometrical non\|linear structure,its dynamic behavior is closely related to the inner force state.The static wind load would thoroughly change the inner force state of the structure, and consequently change the dynamic behavior.In this paper we explore the influence on the long span suspension bridge by static wind load and put forward our calculation method of the dynamic behavior of long span suspension bridge under static wind load.
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来源期刊
计算力学学报
计算力学学报 Engineering-Computational Mechanics
CiteScore
0.80
自引率
0.00%
发文量
3201
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