首页|30 m跨简支小箱梁桩柱式下部结构地震效应主要影响因素分析

30 m跨简支小箱梁桩柱式下部结构地震效应主要影响因素分析

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对于同一桥梁结构,其在地震作用下的效应主要受基本地震动峰值加速度、特征周期、场地类型和抗震重要性系数四个因素的影响.选定30 m跨简支小箱梁桩柱式下部结构,采用单一变量法,分析不同因素对其地震效应的影响,并与静力计算结果对比.结果表明:下部结构往往受设计地震作用效应控制,只进行静力验算不能保证结构安全;基本地震动峰值加速度和场地类别对地震作用效应影响很大.
Analysis of the main influencing factors on seismic effects of 30 m span simply supported small box girder pile column lower structure
For the same bridge structure,its effects under earthquake action are mainly influenced by four factors of basic seismic peak acceleration,characteristic period,site type,and seismic importance coefficient.Select a 30 m span simply supported small box girder pile column lower structure and use the single variable method to compare and analyze the influence of different factors on the seismic effect,and compare it with the static calculation results.The results indicate that the lower structure is often controlled by the design seismic effect,and static verification alone cannot guarantee structural safety.The basic seismic peak acceleration and site category have a significant impact on the seismic effect.

conventional bridgesinfluence factorssingle variable methodseismic effects

裴建家、刘福忠、胡海晓、周毅

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山东省交通规划设计院集团有限公司,山东济南 250101

山东高速青岛产业投资有限公司,山东青岛 266000

常规桥梁 影响因素 单一变量法 地震效应

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(1)
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