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半漂浮体系斜拉桥动力特性及减震研究

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为研究半漂浮体系斜拉桥的动力特性,对成桥状态半漂浮体系斜拉桥进行地震响应分析,研究表明:半漂浮体系斜拉桥基本模态为纵漂,在地震作用下梁端和塔顶均会产生较大纵桥向位移,采用金属阻尼器可显著降低其塔顶和梁端顺桥向位移响应.
Research on Dynamic Characteristics and Seismic Energy Dissipation of Semi-floating Cable-Stayed Bridges
In order to study dynamic characteristics of a semi floating cable-stayed bridge,the paper studies itsseismic response.The study showed that the basic mode of the semi floating cable-stayed bridge is longitudinal float-ing,and under seismic action,there will be significant longitudinal displacement at the beam end and tower top.The use of metal dampers can significantly reduce the displacement response of the tower top and beam end along the bridge direction.

semi-floatingsystemcable-stayed bridgedynamic characteristicsseismic reduction

杨红磊

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天津市地下铁道集团有限公司,天津 300011

半漂浮体系 斜拉桥 动力特性 减震

2024

天津建设科技
天津市建设科技信息中心 天津市市政工程研究院

天津建设科技

影响因子:0.299
ISSN:1008-3197
年,卷(期):2024.34(2)
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