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The basic principles of plate bonding metallic structures are similar to those used for the plate bonding of reinforced concrete (RC) structural units, but metallic adherends pose a different and a more difficult set of problems from those for RC systems.\u003C\u002Fjats:p>\u003Cjats:p>This paper reviews the problems encountered in plate bonding onto metallic structures and discusses how these problems might be overcome. Initially, the paper investigates some of the in‐service problems associated with APC and metallic adherends and reviews their solutions. The weakest link in the bonded joint is the adhesive, and a review of the various solutions is included. Another potential area for concern is the durability of the APC and adhesive and a review of this area has been undertaken. The degradation of metallic structures has been covered in the literature, and consequently, this area is not covered. To date, few upgradings of metallic structures with APC plates, have been undertaken and generally these have not been published, therefore, a review of the practical applications of this technique to metallic structures is included, discussing some case histories.\u003C\u002Fjats:p>",{"EN":64},"Progress in the technique of upgrading metallic structures with advanced polymer composites",{"VOID":66},"10.1002\u002Fpse.112","PUBLICATION","VERIFIED","Auto Verify",[71],"EN","https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.112",[74,91],{"id":75,"sortIndex":20,"researcher":19,"roles":76,"affiliations":77,"properties":86,"displayName":88,"givenName":19,"familyName":19},"c5a18a5f-8a4b-4765-94be-0f754230b622",[],[78],{"id":79,"sortIndex":20,"affiliation":80,"properties":19},"dcfd7960-98ca-4b98-adda-bc56fa02519e",{"id":79,"createTime":19,"updateTime":19,"relativeEntities":81,"slug":19,"properties":82,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":85,"statistic":19},[],{"title":83},{"EN":84},"School of Engineering—Civil Engineering, University of Surrey, Guildford, Surrey, UK",[],{"title":87,"openalex":89},{"EN":88},"L. 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Report RP 645. London CIRIA. In preparation.",{},{"id":19,"text":159,"url":19,"identifiers":160},"MertzDR&GillespieJW.Rehabilitation of steel bridge members through the application of advanced composites. Final Report NCHRP‐93‐ID001 1996.",{},{"id":19,"text":162,"url":19,"identifiers":163},"MertzDR GillespieJW ChajesMJ&SabolSA.The rehabilitation of steel bridge girders using advanced composite materials. 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Proceedings of the CCC 2001 Conference Composites in Construction: Porto Portugal 10–12 October 2001:613–617.",{},{"id":19,"text":267,"url":19,"identifiers":268},"LaneIR&WardJA.Restoring Britains bridge heritage. Institution of Civil Engineers (South Wales Association) Transport Engineering Group Award 2000.",{},{"id":19,"text":270,"url":19,"identifiers":271},"10.1016\u002FS0034-3617(01)80245-9",{"doi":270},{"id":19,"text":273,"url":19,"identifiers":274},"FarmerN&SmithI.King Street Railway Bridge—strengthening of cast iron girders with FRP composites. Proceedings of the 9th International Conference on Structural Faults and Repairs London 4th—6th July2001.",{},{"id":19,"text":276,"url":19,"identifiers":277},"LukeS.Strengthening structures with carbon fibre plates—case histories for Hythe Bridge Oxford and Qafco Prill Tower Qatar. 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Proceedings of the 8th International Conference on Fibre Reinforced Composites Newcastle September2000:3–10.",{"doi":285},"10.1533\u002F9780857093134.1",{"id":19,"text":287,"url":19,"identifiers":288},"TriantafillouTC&PlevrisN.Post strengthening of RC beams with epoxy bonded fibre composite materials. Proceedings of the Speciality Conference on Advanced Composite Materials in Civil Engineering Structures 1991:245–256.",{},{"id":19,"text":290,"url":19,"identifiers":291},"10.1533\u002F9781855737617",{"doi":290},{"id":19,"text":293,"url":19,"identifiers":294},"LukeS.The use of carbon fibre plates for the strengthening of two metallic bridges of an historic nature in the UK. Proceedings of the CICE2001 FRP Composites in Civil Engineering Hong Kong 12–15 December2001:975–983.",{},false,{"id":297,"createTime":298,"updateTime":298,"relativeEntities":299,"slug":300,"properties":301,"entityType":67,"verifyStatus":68,"verifyTime":298,"verifyNote":69,"languages":312,"translateLanguages":19,"viewCount":20,"primaryUrl":313,"fullTextUrl":19,"authors":314,"publicationType":109,"publisherRelationship":351,"citationCount":377,"citationInfo":378,"publishDate":388,"publishYear":379,"citationAnalyzeStatus":18,"lastCitationAnalyze":19,"indexDatabases":389,"openAccess":19,"references":390,"isForceReanalyzing":295},"a717abae-34a6-474a-be42-bb427400aa4b","2024-11-27T14:55:38.963+00:00",[],"Chloride-induced-corrosion-of-steel-in-concrete",{"openalex":302,"mag":304,"abstract":306,"title":308,"doi":310},{"VOID":303},"W2142245308",{"VOID":305},"2142245308",{"EN":307},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>The corrosion of steel reinforcement in concrete structures induced by chloride ion contamination is a major problem. Deterioration starts with the loss of protection provided by the concrete cover as the result of chloride ingress. This is followed by corrosion initiation and then propagation. Recent advances in models of chloride penetration into concrete, based on mathematical models of the physical transport processes and an analysis of empirical data, have been made. Inhibitive and aggressive properties of solid phases present at the steel which affect corrosion initiation have been identified. Improved methods have been developed to monitor corrosion rates as well as chloride ingress into the concrete cover. An improved understanding of the deterioration processes has led to new developments in repair techniques.\u003C\u002Fjats:p>",{"EN":309},"Chloride‐induced corrosion of steel in concrete",{"VOID":311},"10.1002\u002Fpse.54",[71],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.54",[315,334],{"id":316,"sortIndex":20,"researcher":19,"roles":317,"affiliations":318,"properties":327,"displayName":331,"givenName":19,"familyName":19},"fdec5626-4746-463a-a7b1-7ee3d9564611",[],[319],{"id":320,"sortIndex":20,"affiliation":321,"properties":19},"3a5036ca-39ae-45ed-9469-cbc7ea7a9cd3",{"id":320,"createTime":19,"updateTime":19,"relativeEntities":322,"slug":19,"properties":323,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":326,"statistic":19},[],{"title":324},{"EN":325},"Department of Civil and Environmental Engineering, Imperial College, London SW7 2BU, UK#TAB#",[],{"orcid":328,"title":330,"openalex":332},{"VOID":329},"https:\u002F\u002Forcid.org\u002F0000-0002-6482-2164",{"EN":331},"G.K. 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Is the experimental behaviour of historical masonry constructions known? The answers seem to be ‘yes’, and substantial developments have occurred in recent decades in the challenging issues of conservation and restoration. A key issue is what type of analysis should be used. It seems that all methods are of interest, depending on the actual constraints of the engineering problem. 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Institute of Structural Engineering Zurich.1982(in German).",{},{"id":19,"text":796,"url":19,"identifiers":797},"Rots JG, 1991, Numerical simulation of cracking in structural masonry, Heron, 36, 49",{},{"id":19,"text":799,"url":19,"identifiers":800},"Seible F, 1991, Experimental and Numerical Methods in Earthquake Engineering, 281",{},{"id":19,"text":802,"url":19,"identifiers":803},"10.1061\u002F(ASCE)0733-9445(1995)121:4(634)",{"doi":802},{"id":19,"text":805,"url":19,"identifiers":806},"10.1061\u002F(ASCE)0733-9445(1998)124:6(653)",{"doi":805},{"id":19,"text":808,"url":19,"identifiers":809},"Roca P, 1998, Structural Analysis of Historical Constructions II, 231",{},{"id":19,"text":811,"url":19,"identifiers":812},"Brencich A, 1998, Computer Methods in Structural Masonry 4, 67",{},{"id":19,"text":814,"url":19,"identifiers":815},"Giuffrè A, 1993, Safety and conservation of historical centres",{},{"id":19,"text":817,"url":19,"identifiers":818},"Carocci CF, 2001, Historical Constructions, 145",{},{"id":19,"text":820,"url":19,"identifiers":821},"Mola F, 1996, Structural Analysis of Historical Constructions, 166",{},{"id":19,"text":823,"url":19,"identifiers":824},"RamosLF.Experimental and numerical analysis of historical masonry structures. MSc Thesis. Universidade do Minho: Guimarães.2002(in Portuguese).",{},{"id":19,"text":826,"url":19,"identifiers":827},"10.1680\u002Fiicep.1985.992",{"doi":826},{"id":19,"text":829,"url":19,"identifiers":830},"SeimW.Numerical modelling of the failure of biaxially loaded masonry walls with consideration of anisotropy. PhD Dissertation. University of Karlsruhe.1994(in German).",{},{"id":19,"text":832,"url":19,"identifiers":833},"10.1061\u002F(ASCE)0733-9445(1998)124:6(642)",{"doi":832},{"id":19,"text":835,"url":19,"identifiers":836},"10.1002\u002Fnme.495",{"doi":835},{"id":19,"text":838,"url":19,"identifiers":839},"10.1061\u002F(ASCE)0733-9445(2000)126:9(1008)",{"doi":838},{"id":19,"text":841,"url":19,"identifiers":842},"Mühlhaus HB, 1993, Comprehensive Rock Engineering",{},{"id":19,"text":844,"url":19,"identifiers":845},"10.1002\u002F(SICI)1099-0887(199705)13:5\u003C319::AID-CNM55>3.0.CO;2-S",{"doi":844},{"id":19,"text":847,"url":19,"identifiers":848},"10.1016\u002F0266-352X(89)90045-1",{"doi":847},{"id":19,"text":850,"url":19,"identifiers":851},"10.1016\u002FS0020-7683(02)00230-5",{"doi":850},{"id":19,"text":853,"url":19,"identifiers":854},"Macchi G, 2001, Historical Constructions, 309",{},{"id":19,"text":856,"url":19,"identifiers":857},"10.1061\u002F(ASCE)0733-9445(1994)120:1(63)",{"doi":856},{"id":19,"text":859,"url":19,"identifiers":860},"10.1061\u002F(ASCE)0733-9399(1997)123:7(660)",{"doi":859},{"id":19,"text":862,"url":19,"identifiers":863},"Lemos JV, 1998, Computer Methods in Structural Masonry, 220",{},{"id":19,"text":865,"url":19,"identifiers":866},"SincraianGE.Seismic behaviour of blocky masonry structures. PhD Thesis. Instituto Superior Técnico: Lisbon.2001.",{},{"id":19,"text":868,"url":19,"identifiers":869},"10.1080\u002F08905459708945496",{"doi":868},{"id":19,"text":871,"url":19,"identifiers":872},"10.1016\u002FS0020-7403(99)00111-3",{"doi":871},{"id":19,"text":874,"url":19,"identifiers":875},"Page AW, 1978, Finite element model for masonry, Journal of the Structural Division (ASCE), 104, 1267, 10.1061\u002FJSDEAG.0004969",{"doi":876},"10.1061\u002FJSDEAG.0004969",{"id":19,"text":878,"url":19,"identifiers":879},"PegonP&PintoAV.Seismic study of monumental structures—structural analysis modelling and definition of experimental model. Report EUR 16387 EN. 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In: Proceeding of the 7th Canadian Masonry Symposium Hamilton Ontario 1995:23–42.",{},{"id":19,"text":893,"url":19,"identifiers":894},"Macchi G, 1997, Structural Analysis of Historical Constructions, 10",{},{"id":19,"text":896,"url":19,"identifiers":897},"ICOMOS, 2001, Recommendations for the Analysis, Conservation and Structural Restoration of Architectural Heritage",{},{"id":19,"text":899,"url":19,"identifiers":900},"Schlangen E, 1993, Experimental and numerical analysis of fracture processes in concrete, Heron, 38",{},{"id":902,"createTime":903,"updateTime":903,"relativeEntities":904,"slug":905,"properties":906,"entityType":67,"verifyStatus":68,"verifyTime":903,"verifyNote":69,"languages":917,"translateLanguages":19,"viewCount":20,"primaryUrl":918,"fullTextUrl":19,"authors":919,"publicationType":109,"publisherRelationship":939,"citationCount":966,"citationInfo":967,"publishDate":969,"publishYear":140,"citationAnalyzeStatus":18,"lastCitationAnalyze":19,"indexDatabases":970,"openAccess":19,"references":971,"isForceReanalyzing":295},"f45c6748-9bc6-41e7-a8d4-f8400efd853a","2024-09-17T13:38:02.837+00:00",[],"Design-of-structural-joints-in-building-frames",{"openalex":907,"mag":909,"abstract":911,"title":913,"doi":915},{"VOID":908},"W2021910711",{"VOID":910},"2021910711",{"EN":912},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>A single and unified concept for the design of structural joints in building frames made of any material has been developed in recent years, and is now widely implemented in European design codes. In the present paper, this concept is presented, its merits as far as the economy of a project are demonstrated, and practical design tools for its application in daily practice are briefly described. The paper also contains references to user's manuals and design handbooks.\u003C\u002Fjats:p>",{"EN":914},"Design of structural joints in building frames",{"VOID":916},"10.1002\u002Fpse.105",[71],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.105",[920],{"id":921,"sortIndex":20,"researcher":19,"roles":922,"affiliations":923,"properties":932,"displayName":936,"givenName":19,"familyName":19},"7ce2a86a-2177-435e-a875-d854cb7b5a5f",[],[924],{"id":925,"sortIndex":20,"affiliation":926,"properties":19},"d88ffb1e-ed4f-48e8-9deb-c7b2b442a5a9",{"id":925,"createTime":19,"updateTime":19,"relativeEntities":927,"slug":19,"properties":928,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":931,"statistic":19},[],{"title":929},{"EN":930},"M&S Department, University of Liège, 1 Chemin des Chevreuils, B-4000 Liège 1, Belgium",[],{"orcid":933,"title":935,"openalex":937},{"VOID":934},"https:\u002F\u002Forcid.org\u002F0000-0003-1496-6300",{"EN":936},"Jean‐Pierre Jaspart",{"VOID":938},"A5079483111",{"url":19,"publisher":940,"properties":960},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":941,"slug":10,"properties":942,"entityType":17,"verifyStatus":18,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":20,"subjectFields":946,"manageAffiliations":947,"indexDatabases":948,"url":19,"thumbnailPath":19,"statistic":955,"gsStatistic":19,"type":19,"analyzePriority":19},[],{"issn":943,"title":944,"eissn":945},{"VOID":13},{"EN":10},{"VOID":16},[],[],[949],{"id":25,"indexDatabase":950,"url":36,"indexYears":37,"academicFieldIds":19,"indexDatabaseRanking":38},{"id":27,"createTime":19,"updateTime":19,"relativeEntities":951,"label":952,"description":953,"key":33,"publicationTags":954,"standard":19},[],{"EN":30,"VI":30},{"EN":30,"VI":32},[35],{"impactFactor":20,"impactFactorByYear":956,"i10Index":41,"i10IndexLast5Year":20,"totalPublication":41,"totalPublicationByYear":957,"totalCitation":43,"totalCitationByYear":958,"totalCitationPerPublication":45,"totalCitationPerPublicationByYear":959,"hindexLast5Year":41,"hindex":41},{},{"2002":41},{"2002":43},{"2002":45},{"issue":961,"pages":963,"volume":965},{"VOID":962},"1",{"VOID":964},"18-34",{"VOID":137},28,{"total":966,"publishYear":140,"statisticByYear":968},{"2012":93,"2013":383,"2015":93,"2017":383,"2018":383,"2019":93,"2020":41,"2022":41,"2023":41,"2024":383},"2002-01-01",[],[972,975,978,981,984,987,990,993,996,999,1002,1005,1008,1011,1014,1017,1020,1023,1026,1029],{"id":19,"text":973,"url":19,"identifiers":974},"Eurocode 3.Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings European Prestandard ENV 1993‐1‐1.Brussels:CEN.1992.",{},{"id":19,"text":976,"url":19,"identifiers":977},"Revised Annex J of Eurocode 3.Joints in Building Frames European Prestandard ENV 1993‐1‐1:1992\u002FA2.Brussels:CEN.1998.",{},{"id":19,"text":979,"url":19,"identifiers":980},"COST C1, 1999, Column Bases in Steel Building Frames, COST C1 Report",{},{"id":19,"text":982,"url":19,"identifiers":983},"COST C1, 1999, Composite Steel–Concrete Joints in Frames for Buildings: Design Provisions, COST C1 Report",{},{"id":19,"text":985,"url":19,"identifiers":986},"JaspartJP.Recent advances in the field of steel joints—column bases and further configurations for beam‐to‐column joints and beam splices; Professorship Thesis Department MSM University of Liège Belgium.1997.",{},{"id":19,"text":988,"url":19,"identifiers":989},"MaquoiR&ChabrolinB. Frame Design Including Joint Behaviour ECSC Report 18563. Luxembourg. Office for Official Publications of the European Communities.1998.",{},{"id":19,"text":991,"url":19,"identifiers":992},"Weynand K, 1997, Sicherheits‐ und Witschaftlichkeits‐untersuchungen zur Anwendung nachgiebiger Anschlüsse im Stahlbau",{},{"id":19,"text":994,"url":19,"identifiers":995},"VandegansD.Use of the threaded. studs in joints between I‐beams and RHS columns; Proceedings of the Colloquium on Semi‐Rigid Connections Istanbul 25–27 September 1996.53–62.",{},{"id":19,"text":997,"url":19,"identifiers":998},"Eurocode 3. Design of Steel Structures. Part 1.8: Design of Joints European Prestandard prEN 1993‐1‐8 Final Draft 6 September 2001(to be published by CEN).",{},{"id":19,"text":1000,"url":19,"identifiers":1001},"Eurocode 4. Design of Composite Steel and Concrete Structures. Part 1.1: General Rules and Rules for Buildings European Prestandard prEN 1994‐1‐1 3rd Draft 2001(to be published by CEN (European Normalisation Committee).",{},{"id":19,"text":1003,"url":19,"identifiers":1004},"Nethercot D, Structural Connections—Stability and Strength, 23",{},{"id":19,"text":1006,"url":19,"identifiers":1007},"European Convention for Constructional Steelwork. Analysis Design of Steel Frames with Semi‐rigid Joints Publication 67. Brussels: ECCS.1992.",{},{"id":19,"text":1009,"url":19,"identifiers":1010},"Guisse S, 1995, Proceedings of the 3rd International Workshop on Connections in Steel Structures, 321",{},{"id":19,"text":1012,"url":19,"identifiers":1013},"Centre de Recherches de l'Industrie des Fabrications Métalliques. Assemblages Flexionnels en Acier selon l'Eurocode 3—Outils de Calcul pour les Assemblages Rigides et Semi‐rigides. Liège: CRIF.1996.",{},{"id":19,"text":1015,"url":19,"identifiers":1016},"Centre Technique Industriel de la Construction Métallique. Assemblages Flexionnels en Acier selon l'Eurocode 3—Outils de Calcul Pour les Assemblages Rigides et Semi‐rigides. Saint‐Remy‐les‐Chevreuse: CTICM.1996.",{},{"id":19,"text":1018,"url":19,"identifiers":1019},"SedlacekG WeynandK&OerderS. Typisierte Anschlüsse im Stahlhochbau: Düsseldorf DSTV Stahlbau‐Verlagsges.2000.",{},{"id":19,"text":1021,"url":19,"identifiers":1022},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Simple Construction. Vol. 1 Design Methods Publication SCI‐P‐205 2nd Edn. London: BCSA SCI.1993.",{},{"id":19,"text":1024,"url":19,"identifiers":1025},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Simple Construction. Vol. 2 Practical Applications Publication 206‐92 1st edn. London: BCSA SCI.1992.",{},{"id":19,"text":1027,"url":19,"identifiers":1028},"The Steel Construction Institute. Design of Semi‐continuous Braced Frames Publication SCI‐P‐183 1st edn. London: SCI.1997.",{},{"id":19,"text":1030,"url":19,"identifiers":1031},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Steel Construction—Moment Connections Publication 207–295. London: BCSA SCI.1995.",{},{"id":1033,"createTime":1034,"updateTime":1034,"relativeEntities":1035,"slug":1036,"properties":1037,"entityType":67,"verifyStatus":68,"verifyTime":1034,"verifyNote":69,"languages":1048,"translateLanguages":19,"viewCount":20,"primaryUrl":1049,"fullTextUrl":19,"authors":1050,"publicationType":109,"publisherRelationship":1068,"citationCount":1094,"citationInfo":1095,"publishDate":705,"publishYear":140,"citationAnalyzeStatus":18,"lastCitationAnalyze":19,"indexDatabases":1103,"openAccess":19,"references":1104,"isForceReanalyzing":295},"0ccff389-b9da-44fb-a035-85d75406732f","2024-09-03T20:12:40.269+00:00",[],"Composite-concrete-timber-structures",{"openalex":1038,"mag":1040,"abstract":1042,"title":1044,"doi":1046},{"VOID":1039},"W2018265140",{"VOID":1041},"2018265140",{"EN":1043},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>Composite concrete–timber building and bridge structures are gaining in importance throughout the world. The approach is to pour fresh concrete over the timber. Mechanical linkage between hardened concrete and timber is provided through keyed indentations in the timber or various sorts of mechanical fasteners inserted in the timber before the concrete is poured. The technique is commented on from research and design points of view.\u003C\u002Fjats:p>",{"EN":1045},"Composite concrete‐timber structures",{"VOID":1047},"10.1002\u002Fpse.126",[71],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.126",[1051],{"id":1052,"sortIndex":20,"researcher":19,"roles":1053,"affiliations":1054,"properties":1063,"displayName":1065,"givenName":19,"familyName":19},"9de71a60-19da-40df-9f3b-a119482822a0",[],[1055],{"id":1056,"sortIndex":20,"affiliation":1057,"properties":19},"09bf5a99-49cb-4112-aa6c-80c6eebb467e",{"id":1056,"createTime":19,"updateTime":19,"relativeEntities":1058,"slug":19,"properties":1059,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":1062,"statistic":19},[],{"title":1060},{"EN":1061},"IUAV University Venice, Santa Croce 191, Tolentini 30135, Venezia, Italy",[],{"title":1064,"openalex":1066},{"EN":1065},"Ario Ceccotti",{"VOID":1067},"A5063312736",{"url":19,"publisher":1069,"properties":1089},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1070,"slug":10,"properties":1071,"entityType":17,"verifyStatus":18,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":20,"subjectFields":1075,"manageAffiliations":1076,"indexDatabases":1077,"url":19,"thumbnailPath":19,"statistic":1084,"gsStatistic":19,"type":19,"analyzePriority":19},[],{"issn":1072,"title":1073,"eissn":1074},{"VOID":13},{"EN":10},{"VOID":16},[],[],[1078],{"id":25,"indexDatabase":1079,"url":36,"indexYears":37,"academicFieldIds":19,"indexDatabaseRanking":38},{"id":27,"createTime":19,"updateTime":19,"relativeEntities":1080,"label":1081,"description":1082,"key":33,"publicationTags":1083,"standard":19},[],{"EN":30,"VI":30},{"EN":30,"VI":32},[35],{"impactFactor":20,"impactFactorByYear":1085,"i10Index":41,"i10IndexLast5Year":20,"totalPublication":41,"totalPublicationByYear":1086,"totalCitation":43,"totalCitationByYear":1087,"totalCitationPerPublication":45,"totalCitationPerPublicationByYear":1088,"hindexLast5Year":41,"hindex":41},{},{"2002":41},{"2002":43},{"2002":45},{"issue":1090,"pages":1091,"volume":1093},{"VOID":689},{"VOID":1092},"264-275",{"VOID":137},197,{"total":1094,"publishYear":140,"statisticByYear":1096},{"2012":384,"2013":1097,"2014":1097,"2015":1097,"2016":381,"2017":147,"2018":1098,"2019":1099,"2020":696,"2021":1100,"2022":1101,"2023":387,"2024":1102},7,9,16,23,25,14,[],[1105,1108,1111,1114,1118,1121,1124,1127,1130,1133,1136,1140,1143,1146,1149,1152,1155,1158,1161,1164,1167,1170,1173,1176,1179,1182,1185,1188,1191,1194,1197,1200,1203,1207,1210,1213,1216,1219,1222,1225,1228,1231,1234,1237,1241,1244,1247,1250],{"id":19,"text":1106,"url":19,"identifiers":1107},"RoncaP GelfiP&GiurianiE.The behaviour of a wood–concrete composite beam under cyclic and long term loads. Proceedings of the 2nd International Conference STREMA Seville 14–16 May1991: 1:263–275.",{},{"id":19,"text":1109,"url":19,"identifiers":1110},"10.1002\u002Fpse.69",{"doi":1109},{"id":19,"text":1112,"url":19,"identifiers":1113},"NattererJ HammJ&FavrePA.Composite wood–concrete floors for multi‐story buildings. Proceedings of the 4th International Wood Engineering Conference New Orleans 28–31 October 1996: 3:431–443.",{},{"id":19,"text":1115,"url":19,"identifiers":1116},"FrangiA&FontanaM.A design model for the fire resistance of timber–concrete composite slabs. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August 2001:113–118.",{"doi":1117},"10.2749\u002F222137801796348403",{"id":19,"text":1119,"url":19,"identifiers":1120},"Blasi C, 1992, I solai misti legno lamellare‐calcestruzzo, L'Edilizia, 6, 39",{},{"id":19,"text":1122,"url":19,"identifiers":1123},"Mungwa MS, 1997, Qualification d'un nouveau dispositif de liaison destiné aux planchers mixtes bois–béton, The Cameroon Engineer, 6, 45",{},{"id":19,"text":1125,"url":19,"identifiers":1126},"Pillai SU, 1977, Nail shear connectors in timber‐concrete composites, IE (I) Journal C1, 58, 34",{},{"id":19,"text":1128,"url":19,"identifiers":1129},"SorianoJ&MasciaN.Mechanical behaviour of flexible connections in the timber–concrete composite beams. Proceedings of the International RILEM Symposium on Joints in Timber Structures Stuttgart 12–14 September 2001:291–300.",{},{"id":19,"text":1131,"url":19,"identifiers":1132},"Richart FE, 1943, Tests of composite timber‐concrete beams, Proceedings of the American Concrete Institute, 39, 253",{},{"id":19,"text":1134,"url":19,"identifiers":1135},"McCullough CB, 1943, Oregon tests on composite (timber–concrete) beams, Proceedings of the American Concrete Institute, 39, 429",{},{"id":19,"text":1137,"url":19,"identifiers":1138},"Pincus P, 1970, Behaviour of wood‐concrete composite beams, Journal of the Structural Division, 96, 2009, 10.1061\u002FJSDEAG.0002713",{"doi":1139},"10.1061\u002FJSDEAG.0002713",{"id":19,"text":1141,"url":19,"identifiers":1142},"BierH&PageDR.Exterior performance of radiata pine bridge components. Proceedings of the 3rd International Wood Engineering Conference London July1991: 3:251–258.",{},{"id":19,"text":1144,"url":19,"identifiers":1145},"GutkowskiRM&ChenTM.Tests analysis of mixed concrete–wood beams. Proceedings of the 4th International Wood Engineering Conference New Orleans 28–31 October 1996: 3:436–442.",{},{"id":19,"text":1147,"url":19,"identifiers":1148},"MäkipuroR TommolaJ Salokangas&JutilaA.Wood–concrete composite bridges. Nordic timber bridge project. Nordic Timber Council Report Stockholm 1996:1–71.",{},{"id":19,"text":1150,"url":19,"identifiers":1151},"10.2749\u002F101686600780481590",{"doi":1150},{"id":19,"text":1153,"url":19,"identifiers":1154},"10.2749\u002F101686693780607660",{"doi":1153},{"id":19,"text":1156,"url":19,"identifiers":1157},"RILEM TC 111 CST.Timber–concrete composite load‐bearing structures. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992:1–300.",{},{"id":19,"text":1159,"url":19,"identifiers":1160},"GiurianiE&FrangipaneA.Wood‐to‐concrete composite section for stiffening of ancient wooden beam floors. University of Brescia Technical Report1991; 14:1–11.",{},{"id":19,"text":1162,"url":19,"identifiers":1163},"HoeftM.Zur Berechnung von Verbundträgern mit beliebig gefügtem Querschnitt. Doctoral Thesis 1213. EPFL\u002FIBOIS Lausanne:1994.",{},{"id":19,"text":1165,"url":19,"identifiers":1166},"Timmermann K, 1993, Holz\u002FBeton‐Verbundkonstruktionen. Bericht 115\u002F30, 1",{},{"id":19,"text":1168,"url":19,"identifiers":1169},"Turrini G, 1983, Il comportamento statico della struttura mista legno calcestruzzo, Recuperare, 2, 224",{},{"id":19,"text":1171,"url":19,"identifiers":1172},"Godycki T, 1984, Verbunddecke aus Holrippen und Betonplatte, Bauingenieur, 59, 477",{},{"id":19,"text":1174,"url":19,"identifiers":1175},"CaprettiS CeccottiA Del SennoM&LauriolaM.On the experimental determination of strength and deformation characteristics of timber–concrete composite joints. Proceedings of the 5th World Conference on Timber Engineering Montreux 17–20 August1998:774–775.",{},{"id":19,"text":1177,"url":19,"identifiers":1178},"MöhlerK.Über das Tragverhalten von Biegeträgern und Druckstäben mit zusammengestezten Querschnitten und nachgiebigen Verbindungsmitteln. Habilitation. Technical University of Karlsruhe.1956: I–II:1–73.",{},{"id":19,"text":1180,"url":19,"identifiers":1181},"GirhammarUA.Behaviour of timber concrete composite load‐bearing structures. Chapter 3—Theory. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992: 3:1–57.",{},{"id":19,"text":1183,"url":19,"identifiers":1184},"Kreutzinger H, 1994, STEP‐Timber Engineering 1, B11\u002F1",{},{"id":19,"text":1186,"url":19,"identifiers":1187},"Aicher S, 1987, Ein modifiziertes γ‐Verfahren für das mechanische Analogon: dreischichtiger Sandwichverbund—zweiteiliger verschieblicher Verbund, Bautechnik, 64, 21",{},{"id":19,"text":1189,"url":19,"identifiers":1190},"Aicher S, 1987, Bemessung biegebeanspruchter Sandwichbalken mit dem modifizierten γ‐Verfahren, Bautechnik, 64, 79",{},{"id":19,"text":1192,"url":19,"identifiers":1193},"Zajicek VP, 1989, Holz‐Beton‐Verbundecken mit nachgiebigem Verbund, Österreichische Ingenieur und Architekten‐Zeitschrift, 134, 94",{},{"id":19,"text":1195,"url":19,"identifiers":1196},"Comité Européen de NormalisationEurocode 5. Design of Timber Structures. Part 1‐1: General Rules and Rules for Buildings pr‐EN 1995‐1‐1. Brussels (B): CEN.2002.",{},{"id":19,"text":1198,"url":19,"identifiers":1199},"FragiacomoM.Long‐term behaviour of timber–concrete composite beams. Proceedings of the 3rd PhD Symposium in Civil Engineering Vienna 2000: 1:525–535.",{},{"id":19,"text":1201,"url":19,"identifiers":1202},"Blass HJ, 1995, STEP 3 14\u002F1–14\u002F25",{},{"id":19,"text":1204,"url":19,"identifiers":1205},"KuhlmannU&SchänzlinJ.Composite of vertically laminated timber decks and concrete. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August2001:507–512.",{"doi":1206},"10.2749\u002F222137801796349141",{"id":19,"text":1208,"url":19,"identifiers":1209},"CeccottiA&CovanC.Behaviour of timber and concrete composite load‐bearing structures. Proceedings of the IUFRO Timber Engineering Group Meeting S5.02 Saint John New Brunswick 30 July–3 August1990:1–6.",{},{"id":19,"text":1211,"url":19,"identifiers":1212},"Bou SaidE JullienJF&SiemersM.Non‐linear analysis of local composite timber–concrete behaviour. Proceedings of the 7th World Conference on Timber Engineering KualaLumpur August2002: W092:1–8.",{},{"id":19,"text":1214,"url":19,"identifiers":1215},"van der LindenMLR.Timber–concrete composite floor systems. Doctoral Thesis. Technical University of Delft.1999: I–XVII:1–364.",{},{"id":19,"text":1217,"url":19,"identifiers":1218},"PiazzaM&BalleriniM.Experimental and numerical results on timber–concrete composite floors with different connection systems. Proceedings of the 6th World Conference on Timber Engineering Whistler British Columbia 31 July –3 August2000:50.",{},{"id":19,"text":1220,"url":19,"identifiers":1221},"BonaminiG CeccottiA&UzielliL.Prove sperimentali a breve e lungo termine su elementi composti calcestruzzo—legno antico di quercia e di larice. Proceedings of the CTE Conference Bologna 1990:241–251.",{},{"id":19,"text":1223,"url":19,"identifiers":1224},"van den KuilenJWG.Duration of load effects in timber joints. Doctoral Thesis. Tecnhical University of Delft.1999: I–XV:1–277.",{},{"id":19,"text":1226,"url":19,"identifiers":1227},"AmadioC CeccottiA Di MarcoR&FragiacomoM.Long‐term behaviour of a timber–concrete connection system. Proceedings of the International RILEM Symposium on Joints in Timber Structures Stuttgart 12–14 September2001:263–272.",{},{"id":19,"text":1229,"url":19,"identifiers":1230},"CaprettiS&CeccottiA.Service behaviour of timber‐concrete composite beams: a 5‐year monitoring and testing experience. Proceedings of the 4th International Wood Engineering Conference New Orleans 1996: 3:443–449.",{},{"id":19,"text":1232,"url":19,"identifiers":1233},"Bou SaidE&JullienJF.Long‐term analysis of a timber bridge structure under environmental conditions. Proceedings of the 7th World Conference on Timber Engineering KualaLumpur August2002:1–20.",{},{"id":19,"text":1235,"url":19,"identifiers":1236},"Comité Européen de NormalisationTimber Structures—Glued Laminated Timber—Strength Classes and Determination of Characteristic values. EN 1194 Brussels: CEN.2000.",{},{"id":19,"text":1238,"url":19,"identifiers":1239},"AmadioC CeccottiA Di MarcoR&FragiacomoM.Influence of rheological phenomena in timber–concrete composite beams. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August2001:525–530.",{"doi":1240},"10.2749\u002F222137801796349060",{"id":19,"text":1242,"url":19,"identifiers":1243},"CeccottiA.Timber–concrete composite structures. Timber Engineering STEP 2 Centrum Hout (NL) 1995;E13\u002F1–E13\u002F1.",{},{"id":19,"text":1245,"url":19,"identifiers":1246},"International Standards OrganisationTimber Structures—[Testing of] Joints Made with Mechanical Fasteners—General Principles for the Determination of Strength and Deformation Characteristics. ISO 6891: Geneva: ISO.1988.",{},{"id":19,"text":1248,"url":19,"identifiers":1249},"RancG.Resistance en fatigue des dalles de béton armé fissurées des ponts mixtes. Doctoral Thesis. Ecole Nationale des Ponts et Chaussées Paris 1999:1–250.",{},{"id":19,"text":1251,"url":19,"identifiers":1252},"CaprettiS&CeccottiA.Time dependent analysis of timber and concrete composite structures. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992:200–220.",{},{"id":1254,"createTime":1255,"updateTime":1255,"relativeEntities":1256,"slug":1257,"properties":1258,"entityType":67,"verifyStatus":68,"verifyTime":1255,"verifyNote":69,"languages":1269,"translateLanguages":19,"viewCount":20,"primaryUrl":1270,"fullTextUrl":19,"authors":1271,"publicationType":109,"publisherRelationship":1308,"citationCount":1334,"citationInfo":1335,"publishDate":1338,"publishYear":140,"citationAnalyzeStatus":18,"lastCitationAnalyze":19,"indexDatabases":1339,"openAccess":19,"references":1340,"isForceReanalyzing":295},"a75e7354-0b63-4de2-aa58-c1e28b9747e6","2024-08-09T05:52:44.805+00:00",[],"Status-of-structural-health-monitoring-of-long-span-bridges-in-the-United-States",{"openalex":1259,"mag":1261,"abstract":1263,"title":1265,"doi":1267},{"VOID":1260},"W2160069908",{"VOID":1262},"2160069908",{"EN":1264},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>This paper gives an overview of ongoing research and development in the field of structural health monitoring technologies in the US, with application to long‐span bridges. Specifically, this paper attempts to review various key structural health monitoring technologies, including sensor development, data processing, damage detection algorithms, data analysis and information processing. Several examples are cited from the aerospace, civil and mechanical communities. Monitoring of constructed systems are of considerable interest since the consequences of failure can have a significant effect on the society at large. For instance, consider the 1100 major long‐span bridges in the USA (those with spans of 100 m or longer), many are over 50 years old, and several notable ones are over 100 years old. These bridges fall outside the Standard Specifications issued by AASHTO (1998), and there is little generic experience related to maintaining their performance, especially after they age and\u002For following any damage. More than 800 of the long‐span bridges in the National Bridge Inventory are classified as fracture‐critical. It follows that structural health monitoring techniques may prove to be useful for maintaining and preserving this population of aging civil infrastructure. It is hoped that the following will stimulate additional discussion regarding the importance of structural health monitoring as an emerging research area for a variety of aerospace, civil and mechanical applications.\u003C\u002Fjats:p>",{"EN":1266},"Status of structural health monitoring of long‐span bridges in the United States",{"VOID":1268},"10.1002\u002Fpse.129",[71],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.129",[1272,1289],{"id":1273,"sortIndex":20,"researcher":19,"roles":1274,"affiliations":1275,"properties":1284,"displayName":1286,"givenName":19,"familyName":19},"93c66843-6e4e-4425-85ed-cc978940c7dc",[],[1276],{"id":1277,"sortIndex":20,"affiliation":1278,"properties":19},"b470ee1d-56bb-4978-b405-bc1f76bfb10d",{"id":1277,"createTime":19,"updateTime":19,"relativeEntities":1279,"slug":19,"properties":1280,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":1283,"statistic":19},[],{"title":1281},{"VI":1282},"Department of Aerospace Engineering, University of Maryland, College Park, Maryland 20742, USA",[],{"title":1285,"openalex":1287},{"EN":1286},"Darryll J. Pines",{"VOID":1288},"A5068404736",{"id":1290,"sortIndex":93,"researcher":19,"roles":1291,"affiliations":1292,"properties":1301,"displayName":1305,"givenName":19,"familyName":19},"38adf61c-44e8-43dc-a030-ffc9a79623d3",[],[1293],{"id":1294,"sortIndex":20,"affiliation":1295,"properties":19},"b629e0a8-a278-40c1-b292-df1398e710ee",{"id":1294,"createTime":19,"updateTime":19,"relativeEntities":1296,"slug":19,"properties":1297,"entityType":19,"verifyStatus":19,"verifyTime":19,"verifyNote":19,"languages":19,"translateLanguages":19,"viewCount":19,"url":19,"parentIds":1300,"statistic":19},[],{"title":1298},{"EN":1299},"Drexel Intelligent Infrastructure Institute, Drexel University, Philadelphia, PA, USA",[],{"orcid":1302,"title":1304,"openalex":1306},{"VOID":1303},"https:\u002F\u002Forcid.org\u002F0000-0002-5238-0856",{"EN":1305},"A. 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