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汤兵
Urban and Rural Studies 2024 No.10
中铁第四勘察设计院集团有限公司
根据AISC-11标准,对某桥梁上的建筑物在列车行驶时的振动舒适度进行计算分析。本文利用有限元结构模型模拟列车通过时受到的振动激励力时程,计算了站房承轨层、站台层和候车层等位置对列车振动的响应。分析了楼面竖向振动加速度的最大值,据此结果可得知,该站房在列车运行时符合舒适度要求。
列车振动;桥建合一;站房结构;舒适度
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Language: 中文
CN:10-1589/TU
ISSN:2096-6539
Publication Frequency: 半月刊
An academic processing and support platform focusing on journal databases, submission and review, and pre-typesetting.