Article(id=1308453916824326279, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.02.004, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1754409600000, receivedDateStr=2025-08-06, revisedDate=1762790400000, revisedDateStr=2025-11-11, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889323668, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889323668, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889323668, creator=13701087609, updateTime=1789889323668, updator=13701087609, issue=Issue{id=1308453915104665783, tenantId=1146029695717560320, journalId=1146123302524792850, year='2026', volume='39', issue='2', pageStart='1', pageEnd='160', issueExtLink='null', onlineDate='null', pubDate='1775750400000', pubDateStr='2026-04-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1789889323259, creator='13701087609', updateTime=1789889766020, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1308455772237615687, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1308455772237615688, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=29, endPage=37, ext={EN=ArticleExt(id=1308453918657237128, articleId=1308453916824326279, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Comparative Study on Train-Induced Environmental Vibration Evaluation Standards for Urban Rail Transit, columnId=1152669340382966151, journalTitle=Urban Rapid Rail Transit, columnName=Forum of Rapid Rail Transit, runingTitle=null, highlight=null, articleAbstract=

In response to ambiguities and inconsistencies in China's evaluation standards for train-induced environmental vibrations in urban rail transit, which affect assessment conclusions, this paper adopts a combination of field measurements and statistical analysis to conduct a comparative study of current standards regarding evaluation indicators, weighting curves, analysis frequency ranges, and determination of train pass-by intervals. The main conclusions are as follows: it is recommended to establish both a time-frequency comprehensive evaluation indicator and a frequency-domain evaluation indicator. It is suggested to set the single-value evaluation indicator as the maximum vertical vibration level (VLzmax), the frequency-domain octave evaluation indicator as the maximum vibration level of 1/3 octave bands (VALmax), and adopt the peak value retention method in the calculation. The Wk weighting curve is suggested to be adopted and the analysis frequency range is recommended as 1~80 Hz. To effectively eliminate the influence of subjective factors in determining train passing periods on evaluation results, it is recommended to use time weighting for vibration signal analysis and the peak hold method for calculating VLzmax and VALmax.

, authors=Wei LUO1, 2, authorsList=Wei LUO, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1308453919089250441, articleId=1308453916824326279, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=城市轨道交通车致环境振动评价标准对比研究, columnId=1152669340680761737, journalTitle=都市快轨交通, columnName=快轨论坛, runingTitle=null, highlight=null, articleAbstract=

针对我国城市轨道交通车致环境振动评价标准存在不明确、不统一而影响评价结论的问题,采用现场实测和统计分析相结合的方法,对比研究现行相关标准中关于评价指标、计权曲线、分析频率范围、列车通过时段判断等方面的规定。结果表明:建议同时设置时频综合评价指标和分频评价指标对轨道交通车致环境振动进行评价;时频综合评价指标采用最大Z振级VLzmax,分频评价指标采用最大分频振级VALmax并选用峰值保持法计算;评价指标计算建议采用Wk计权曲线,分析频率范围取1~80 Hz;为有效消除列车通过时段判断中的主观因素对评价结果的影响,建议采用时间计权的方式和峰值保持法计算VLzmaxVALmax

, authors=罗伟1, 2, authorsList=罗伟, authorCompany=null, correspAuthors=null, authorNote=

罗伟,男,硕士,高级工程师,主要从事轨道交通减振降噪技术研究工作,

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罗伟,男,硕士,高级工程师,主要从事轨道交通减振降噪技术研究工作,

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罗伟,男,硕士,高级工程师,主要从事轨道交通减振降噪技术研究工作,

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罗伟 1, 2
都市快轨交通 | 快轨论坛 2026,39(2): 29-37
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都市快轨交通 |快轨论坛 2026 , 39 (2) : 29 -37
城市轨道交通车致环境振动评价标准对比研究
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罗伟,男,硕士,高级工程师,主要从事轨道交通减振降噪技术研究工作,

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罗伟1, 2
作者信息
  • 1.中铁第四勘察设计院集团有限公司,武汉 430063
  • 2.铁路轨道安全服役湖北省重点实验室,武汉 430063
作者简介:

罗伟,男,硕士,高级工程师,主要从事轨道交通减振降噪技术研究工作,

Comparative Study on Train-Induced Environmental Vibration Evaluation Standards for Urban Rail Transit
Wei LUO1, 2
Affiliations
  • 1.China Railway Siyuan Survey and Design Group, Wuhan 430063
  • 2.Railway Service Safety Key Laboratory of Hubei Province, Wuhan 430063
doi: 10.3969/j.issn.1672-6073.2026.02.004
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针对我国城市轨道交通车致环境振动评价标准存在不明确、不统一而影响评价结论的问题,采用现场实测和统计分析相结合的方法,对比研究现行相关标准中关于评价指标、计权曲线、分析频率范围、列车通过时段判断等方面的规定。结果表明:建议同时设置时频综合评价指标和分频评价指标对轨道交通车致环境振动进行评价;时频综合评价指标采用最大Z振级VLzmax,分频评价指标采用最大分频振级VALmax并选用峰值保持法计算;评价指标计算建议采用Wk计权曲线,分析频率范围取1~80 Hz;为有效消除列车通过时段判断中的主观因素对评价结果的影响,建议采用时间计权的方式和峰值保持法计算VLzmaxVALmax

城市轨道交通  /  环境振动  /  评价标准  /  计权曲线  /  振级

In response to ambiguities and inconsistencies in China's evaluation standards for train-induced environmental vibrations in urban rail transit, which affect assessment conclusions, this paper adopts a combination of field measurements and statistical analysis to conduct a comparative study of current standards regarding evaluation indicators, weighting curves, analysis frequency ranges, and determination of train pass-by intervals. The main conclusions are as follows: it is recommended to establish both a time-frequency comprehensive evaluation indicator and a frequency-domain evaluation indicator. It is suggested to set the single-value evaluation indicator as the maximum vertical vibration level (VLzmax), the frequency-domain octave evaluation indicator as the maximum vibration level of 1/3 octave bands (VALmax), and adopt the peak value retention method in the calculation. The Wk weighting curve is suggested to be adopted and the analysis frequency range is recommended as 1~80 Hz. To effectively eliminate the influence of subjective factors in determining train passing periods on evaluation results, it is recommended to use time weighting for vibration signal analysis and the peak hold method for calculating VLzmax and VALmax.

urban rail transit  /  environmental vibration  /  evaluation standard  /  weighting curve  /  vibration level
罗伟. 城市轨道交通车致环境振动评价标准对比研究. 都市快轨交通, 2026 , 39 (2) : 29 -37 . DOI: 10.3969/j.issn.1672-6073.2026.02.004
Wei LUO. Comparative Study on Train-Induced Environmental Vibration Evaluation Standards for Urban Rail Transit[J]. Urban Rapid Rail Transit, 2026 , 39 (2) : 29 -37 . DOI: 10.3969/j.issn.1672-6073.2026.02.004
  • 国家自然科学基金项目(52272348)
  • 中铁第四勘察设计院集团有限公司重大科技开发课题(KY2023042S; KY2023131S; KY2024002S)
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doi: 10.3969/j.issn.1672-6073.2026.02.004
  • 接收时间:2025-08-06
  • 首发时间:2026-09-20
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  • 收稿日期:2025-08-06
  • 修回日期:2025-11-11
基金
国家自然科学基金项目(52272348)
中铁第四勘察设计院集团有限公司重大科技开发课题(KY2023042S; KY2023131S; KY2024002S)
作者信息
    1.中铁第四勘察设计院集团有限公司,武汉 430063
    2.铁路轨道安全服役湖北省重点实验室,武汉 430063
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