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上跨铁路转体桥抗震方案比选

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以运城市槐东路上跨南同蒲铁路转体桥为例,就T构方案和连续梁方案在E2 地震水准下进行分析对比.结论为:(1)减隔震方案主墩受力大大减小;(2)常规配筋情况下,T构方案E2 下抗震能力不足,减隔震方案满足要求;(3)减隔震方案桥梁主墩抗震安全性相对T构方案提高30 倍以上.最终该工程选用减隔震方案,为相关工程案例的抗震方案设计提供了一种参考.
Comparison and Selection of Anti-seismic Schemes for Over Cross Railway Rotatable Bridge
Taking the example of the rotatable bridge crossing South Datong-Puzhou Railway of Huaidong Road in Yuncheng City,this paper analyzes and compares the T-structure scheme and the continuous beam scheme under the E2 earthquake level.The conclusion is:(1)The seismic isolation scheme significantly reduces the stress on the main pier;(2)Under conventional reinforcement conditions,the seismic capacity of T-structure scheme E2 is insufficient,and the seismic isolation scheme meets the requirements;(3)The seis-mic safety of the bridge main pier is mare than 30 times higher than that of the T-structure scheme.The final selection of seismic iso-lation scheme for this project provides a reference for the seismic design of relevant engineering cases.

rotatable bridgecomparison and selection of schemesanti-seismicfinite element analysisseismic isolation

杨瑞、栗飞

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山西省公路局晋城分局,山西 晋城 048000

转体桥梁 方案比选 抗震 有限元分析 减隔震

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(6)
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