都市快轨交通

大型TOD地下综合体地铁振动响应规律研究

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王臣 ¹^,² , 江志伟 ¹^,² , 夏瑞萌 ² , 吴成刚 ¹^,² , 娄海成 ²

都市快轨交通 | 土建技术 2025,38(5): 83-92

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都市快轨交通 |土建技术 2025 , 38 (5) : 83 -92

大型TOD地下综合体地铁振动响应规律研究

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王臣¹^,², 江志伟¹^,², 夏瑞萌², 吴成刚¹^,², 娄海成²

作者信息

^1.城市轨道交通绿色与安全建造技术国家工程研究中心，北京　100037

^2.北京城建设计发展集团股份有限公司，北京　100037

作者简介:

王臣，男，硕士，正高级工程师，主要从事轨道交通工程研究与设计工作，wangchen1@bjucd.com

Subway-Induced Vibration Response Characteristics of a Large TOD Underground Complex

Chen WANG¹^,², Zhiwei JIANG¹^,², Ruimeng XIA², Chenggang WU¹^,², Haicheng LOU²

Affiliations

^1.National Engineering Research Center of Green & Safe Construction Technology in Urban Rail Transit, Beijing 100037

^2.Beijing Urban Construction Design and Development Group Co., Ltd., Beijing 100037

出版时间: 2025-10-10 doi: 10.3969/j.issn.1672-6073.2025.05.011

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摘要

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在以公共交通为导向的城市发展（transit-oriented development，TOD）背景下，城市地下综合体常与地铁结构合建，但隧道内运行列车也会导致地下综合体结构产生振动响应，对建筑的使用功能造成不利影响。针对此问题，本文以长春“银河一英里”地下综合体工程为背景，采用三维非线性有限元分析方法，结合车辆-轨道耦合动力学子模型，对大型地下综合体结构进行地铁列车荷载作用下的振动响应时程分析；并在现场进行实测，结果验证了数值模拟方法的有效性，获得典型区域的层间和横断面方向振动响应规律。研究结果表明：列车振动直接沿墙、柱自底向上传播，在各楼板处沿水平方向扩散并衰减，各楼层距轨道中心线水平向距离最小的柱及其附近区域，通常也是该楼层振动响应最大的区域；但对于远离振源的区域，则更应该关注板的振动响应。研究成果可以为地下空间开发与设计提供参考。

关键词

城市轨道交通 / 地下综合体结构 / 地铁环境振动 / 地铁-地下综合体合建结构 / 地下结构振动舒适度

Abstract

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With the background of transit-oriented development (TOD), urban underground complex structure is often joint constructed with a subway tunnel. However, the running trains in tunnel can also induce vibration responses of the underground complex, which may have negative effect on the functional use of the structure. To address this issue, a three-dimensional nonlinear soil-structure finite element model of the “Galaxy One Mile” underground complex in Changchun was developed and coupled with a vehicle-track dynamic sub-model to perform time-history analyses under subway train loading. Time history analyses on the vibration of the large underground complex were conducted, under the subway train load. After the effectiveness of the modelling method was verified through the in-situ measurement results, the interlayer and transversal vibration responses of the underground complex were acquired. Results show that train-induced vibrations propagate upward along walls and columns and then spread and attenuate horizontally through each floor slab, the columns and adjacent zones with the smallest horizontal distance to the track centerline exhibit the largest vibration responses on each floor; whereas in regions far from the vibration source, slab responses become more critical. The findings provide a reference for the development and design of underground space.

Key words

urban rail transit / underground complex structure / subway-induced environmental vibration / jointly constructed subway-underground complex structure / vibration serviceability of underground structures

引用本文

王臣, 江志伟, 夏瑞萌, 吴成刚, 娄海成. 大型TOD地下综合体地铁振动响应规律研究. 都市快轨交通, 2025 , 38 (5) : 83 -92 . DOI: 10.3969/j.issn.1672-6073.2025.05.011

Chen WANG, Zhiwei JIANG, Ruimeng XIA, Chenggang WU, Haicheng LOU. Subway-Induced Vibration Response Characteristics of a Large TOD Underground Complex[J]. Urban Rapid Rail Transit, 2025 , 38 (5) : 83 -92 . DOI: 10.3969/j.issn.1672-6073.2025.05.011

基金

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国家重点研发计划课题(2024YFB3713002)

参考文献

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2025年第38卷第5期

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doi: 10.3969/j.issn.1672-6073.2025.05.011

接收时间：2025-07-09
首发时间：2026-10-19
出版时间：2025-10-10

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收稿日期：2025-07-09
修回日期：2025-07-25

基金

国家重点研发计划课题(2024YFB3713002)

作者信息

^1.城市轨道交通绿色与安全建造技术国家工程研究中心，北京　100037

^2.北京城建设计发展集团股份有限公司，北京　100037

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2种不同金属材料的力学参数

科 Family	属数 Number of genus	种数 Number of species	占总种数比例 Percentage of total species (%)	属 Genus	种数 Number of species	占总种数比例 Percentage of total species (%)
鹅膏菌科Amanitaceae	2	11	5.26	鹅膏菌属 Amanita	10	4.78
小菇科 Mycenaceae	2	12	5.74	丝盖伞属 Inocybe	5	2.39
多孔菌科 Polyporaceae	8	14	6.70	蜡蘑属 Laccaria	5	2.39
红菇科 Russulaceae	3	23	11.00	小皮伞属 Marasmius	6	2.87
				小菇属 Mycena	11	5.26
				光柄菇属 Pluteus	5	2.39
				红菇属 Russula	17	8.13
				栓菌属 Trametes	5	2.39

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