Article(id=1281616711329747506, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281616655499366465, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2026.02.0643, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1757520000000, receivedDateStr=2025-09-11, revisedDate=1764950400000, revisedDateStr=2025-12-06, acceptedDate=null, acceptedDateStr=null, onlineDate=1783490835268, onlineDateStr=2026-07-08, pubDate=1772208000000, pubDateStr=2026-02-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783490835268, onlineIssueDateStr=2026-07-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783490835268, creator=13701087609, updateTime=1783490835268, updator=13701087609, issue=Issue{id=1281616655499366465, tenantId=1146029695717560320, journalId=1146031787341344770, year='2026', volume='36', issue='2', pageStart='1', pageEnd='270', issueExtLink='null', onlineDate='null', pubDate='1772208000000', pubDateStr='2026-02-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783490821957, creator='13701087609', updateTime=1783588693138, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282027157069218127, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281616655499366465, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282027157069218128, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281616655499366465, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=262, endPage=270, ext={EN=ArticleExt(id=1281616711543657011, articleId=1281616711329747506, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Safety evaluation and control of shield tunnel underpass buildings based on entropy weight cloud model, columnId=1281608091074543639, journalTitle=China Safety Science Journal, columnName=Intelligent Safety Technology, runingTitle=null, highlight=null, articleAbstract=

In order to solve the problems of incomplete index system, low accuracy of calculation results and weak applicability of control measures when evaluating the safety of shield tunneling underpasses, a method for evaluating the safety status of shield tunneling underpasses was studied based on entropy weight cloud model. By analyzing various factors affecting the safety status of the project, it was determined that overall safety level was jointly determined by the original safety level of building and disturbance effect of underpass construction process. An original safety status evaluation index system for buildings was established, which consisted of 13 indicators in three categories: the existing deformation resistance of the building, the healthy and intact state of the building, and the importance of building. A safety evaluation index system for underpass construction process was established, which consisted of 22 indicators in five categories: excavation face instability, displacement of soil on side of shield machine ring, subsequent soil consolidation, construction management level, and relationship between building and tunnel. The weights of each index were determined by entropy weight method, the digital characteristics of the index were determined based on the cloud model, safety level and development trend were determined by FSM algorithm, and the weighted fitting weight value was used to judge the primary and secondary risk control points. Taking a subway project under two buildings as an example, the index system and evaluation method were verified. The results show that original safety status of two buildings and the construction process under two buildings are generally safe, and overall risk is within an acceptable range. For secondary indicators that are not inherent attributes of the project, the factors with weighted fitting weight values exceeding the average level (0.04) are used as key control points, those between 0.02 and 0.04 are used as secondary control points, and those between 0 and 0.02 are used as general control points.

, authors=Shangang WANG, Qunzhou YU^**, Jingju YU, authorsList=Shangang WANG, Qunzhou YU, Jingju YU, authorCompany=null, correspAuthors=Qunzhou YU, 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=1281616711828869684, articleId=1281616711329747506, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=基于熵权云模型的盾构下穿建筑安全评价与控制, columnId=1281608091288453145, journalTitle=中国安全科学学报, columnName=智能安全技术, runingTitle=null, highlight=null, articleAbstract=

为解决盾构下穿建筑安全评价时指标体系不全面、计算结果准确性低及控制措施适用性不强等难题，提出基于熵权云模型的盾构下穿建筑安全状态评价方法。首先分析影响项目安全状态的各种因素，确定项目整体安全水平，它是房屋建筑原始安全水平和下穿施工过程扰动效应共同作用的结果；其次建立由建筑既有抗变形能力、建筑健康完损状态与建筑物重要性3类因素共13项指标组成的建筑物原始安全状态评价指标体系，以及由开挖面失稳、盾构机环侧土体位移、后续土体固结、施工管理水平和建筑与隧道位置关系5类因素共22项指标组成的下穿施工过程安全评价指标体系；然后利用熵权法确定各指标权重，基于云模型确定指标数字特征，通过模糊贴近度（FSM）算法确定安全水平与发展趋势，并利用加权拟合权重值判断主次风险控制点；最后以某地铁下穿2个建筑项目为例，验证指标体系与评价方法。研究表明：2个建筑原始安全状态和下穿2个建筑施工过程均为一般安全，整体风险在可接受范围之内；对于非项目固有属性的二级指标，将加权拟合权重值超过平均水平（0.04）的因素作为关键控制点，0.02~0.04之间的作为次要控制点，0~0.02的作为一般控制点。

, authors=王善刚, 余群舟副教授^**, 于警举, authorsList=王善刚, 余群舟副教授, 于警举, authorCompany=null, correspAuthors=余群舟副教授, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=1vj5cr2QZFpFRCQecXLhig==, magXml=JhxzXt++6jmrxUdA79aoUA==, pdfUrl=null, pdf=QiuMEY4fIMLPZlRVDmT5NA==, pdfFileSize=11014983, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=9lEcXxKKMZ7WQCOuS0MrcA==, mapNumber=null, fund=null)}, authors=[Author(id=1281616713628226105, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281616711329747506, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=1689324983@qq.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1281616713707917883, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281616711329747506, authorId=1281616713628226105, language=EN, stringName=Shangang WANG, firstName=Shangang, middleName=null, lastName=WANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan Hubei 430074, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1281616713787609660, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281616711329747506, authorId=1281616713628226105, language=CN, stringName=王善刚, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=华中科技大学 土木与水利工程学院，湖北 武汉 430074, bio={"content":"

王善刚（1996—），男，河南信阳人，硕士，研究方向为隧道与地下工程。E-mail: 1689324983@qq.com。

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王善刚（1996—），男，河南信阳人，硕士，研究方向为隧道与地下工程。E-mail: 1689324983@qq.com。

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