Article(id=1259474415151100236, tenantId=1146029695717560320, journalId=1259198796492718097, issueId=1259474414219964747, articleNumber=null, orderNo=null, doi=10.15951/j.mgcxb.24050359, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1715529600000, receivedDateStr=2024-05-13, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1778211700475, onlineDateStr=2026-05-08, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1778211700475, onlineIssueDateStr=2026-05-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1778211700475, creator=13701087609, updateTime=1778211700475, updator=13701087609, issue=Issue{id=1259474414219964747, tenantId=1146029695717560320, journalId=1259198796492718097, year='2026', volume='59', issue='1', pageStart='1', pageEnd='128', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1778211700252, creator=13701087609, updateTime=1778211964781, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1259475523919594262, tenantId=1146029695717560320, journalId=1259198796492718097, issueId=1259474414219964747, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1259475523919594263, tenantId=1146029695717560320, journalId=1259198796492718097, issueId=1259474414219964747, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=13, endPage=27, ext={EN=ArticleExt(id=1259474415625056592, articleId=1259474415151100236, tenantId=1146029695717560320, journalId=1259198796492718097, language=EN, title=Dynamic performances and high-order fractional derivative models with equivalent internal variables of high-damping viscoelastic dampers, columnId=null, journalTitle=China Civil Engineering Journal, columnName=null, runingTitle=null, highlight=null, articleAbstract=In recent years, viscoelastic damping technology has been introduced into the vibration control for seismic performance enhancement of civil structures. In this study, a high-damping viscoelastic dampers (HDVED) is developed to solve the critical issues of VED for a middle-high temperature environments serving in civil structures and for low-frequency damping control under seismic action. To reveal the influence rule of frequency, temperature and displacement amplitude on the mechanical properties and seismic energy dissipation performance of HDVED, the dynamic mechanical properties of HDVED are experimentally investigated at different frequencies, temperatures and displacement amplitudes. The results show that HDVEDs exhibit excellent vibration damping and energy dissipation capabilities and environmental adaptability under middle-high temperature range and low frequency loading. Their dynamic mechanical properties and energy dissipation capabilities show strong dependence on frequency, temperature and displacement amplitude with obvious coupling effects. On this basis, a high-order fractional derivative model with equivalent internal variables of HDVED is proposed, and the validity and accuracy of the model are verified by tests. The results show that the proposed high-order fractional derivative model with equivalent internal variables can comprehensively describe the effects of excitation frequency, ambient temperature and displacement amplitude on the dynamic mechanical properties of HDVED. The model can accurately predict the mechanical properties of HDVED at different frequencies, temperatures and displacement amplitudes. It can provide an important basis for dynamic response analysis and design of viscoelastic damping structures., 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, authorCompany=null, fund=null, authors=null, authorsList=null), CN=ArticleExt(id=1259474415541170511, articleId=1259474415151100236, tenantId=1146029695717560320, journalId=1259198796492718097, language=CN, title=高阻尼黏弹性减震器的动力性能及等效内变量高阶分数导数模型研究, columnId=1259474415444701518, journalTitle=土木工程学报, columnName=结构工程, runingTitle=null, highlight=null, articleAbstract=近年来, 黏弹性减震技术被引入土木结构振动控制领域, 用于结构的抗震性能提升。该文自主研制高阻尼黏弹性减震器(HDVED), 较好地解决黏弹性减震器在土木结构中的中高温域环境服役且在地震作用下低频减震控制的关键问题。为揭示频率、温度和位移幅值对 HDVED 力学特性和减震耗能性能的影响规律, 在不同频率、温度和位移幅值下对 HDVED 进行动态力学性能试验研究。结果表明, HDVED 在中高温域且低频率加载下表现出优异的减震耗能能力和环境适应能力, 其动态力学性能和耗能能力对频率、温度和位移幅值均表现出较强的依赖性且耦合效应明显。在此基础上, 提出 HDVED 的等效内变量高阶分数导数模型, 并对该模型的有效性和准确性进行试验验证。结果表明, 所提出的等效内变量高阶分数导数模型能够综合描述激励频率、环境温度和位移幅值对 HDVED 动态力学性能的影响。该模型能够较准确地预测在不同频率、温度和位移幅值下 HDVED 的力学性能。可为黏弹性减震结构动力响应分析与设计提供重要基础。, correspAuthors=徐赵东, authorNote=董尧荣(1988—)，男，博士，副教授。主要从事高性能减隔震控制技术、先进混合试验方法与装备等方面研究。
徐赵东(1975—)，男，博士，教授。主要从事结构抗震与振动控制、结构健康监测、智能材料与结构等方面研究。
朱丽华(1979—)，男，博士，教授。主要从事工程结构减隔震与智能控制、工业建筑结构振动分析与控制等方面研究。
李强强(1992—)，男，博士研究生。主要从事黏弹性阻尼减震技术、智能减振材料力学性能与耐久性等方面研究。
成羽(1990—)，女，博士，讲师。主要从事(超)高层建筑结构、工程结构减隔震控制等方面研究。
田耘(1994—)，男，博士研究生。主要从事磁流变材料阻尼减震技术、智能减振材料力学性能与耐久性等方面研究。, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=UJWjrR/9MM4n6LxJpZwkBA==, pdfFileSize=1846923, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=1.西安建筑科技大学土木工程学院, 陕西西安 710055;
2.西安建筑科技大学结构工程与抗震教育部重点实验室, 陕西西安 710055;
3.东南大学 中国-巴基斯坦重大基础设施智慧防灾一带一路联合实验室, 江苏南京 210096, fund=1000-131X-2026-59-1-13.pdf, authors=董尧荣^1,2, 徐赵东³, 朱丽华^1,2, 李强强^1,2, 成羽^1,2, 田耒^1,2, authorsList=董尧荣, 徐赵东, 朱丽华, 李强强, 成羽, 田耒)}, authors=null, keywords=[Keyword(id=1259566344899519264, tenantId=1146029695717560320, journalId=1259198796492718097, articleId=1259474415151100236, language=CN, orderNo=1, keyword=低频减震控制), Keyword(id=1259566345499304737, tenantId=1146029695717560320, journalId=1259198796492718097, articleId=1259474415151100236, language=CN, orderNo=2, keyword=高阻尼黏弹性减震器), Keyword(id=1259566346262668067, tenantId=1146029695717560320, journalId=1259198796492718097, articleId=1259474415151100236, language=CN, orderNo=3, keyword=动态力学性能试验), Keyword(id=1259566346573046566, tenantId=1146029695717560320, journalId=1259198796492718097, articleId=1259474415151100236, language=CN, orderNo=4, keyword=等效内变量高阶分数导数模型), Keyword(id=1259566348582118187, tenantId=1146029695717560320, journalId=1259198796492718097, articleId=1259474415151100236, 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