PDFTech ReportBDK75-977-70Bridge constructionBracingGirdersPrecast concreteLoad testsAerodynamic forceBridge designFinite element methodStructural analysisScale modelsWind tunnelsFloridaFlorida. Dept. of TransportationConsolazio, GaryUniversity of FloridaUS Transportation CollectionBridges are constructed in stages as pilings,columns, girders, decks, and other componentsare added. At each stage, the structure must bestable. Girders, which add significant weight tothe developing structure, rest on elastomericbearing pads which allow some flexibility underenvironmental conditions but also make themmore vulnerable to wind loading \ue2\u20ac\u201d girders havebeen toppled by sufficient wind \ue2\u20ac\u201d and fromloading due to subsequent con...
2012PDFBriefBDK75 977-03Bridge constructionBridge bearing padsNeopreneGirdersBucklingFinite element ...
Steel curved I-girder bridge systems may be more susceptible to instability during construction than...
This paper presents the rationale for, and results of, structural monitoring of two steel basket-han...
PDFTech ReportBDK75-977-70UF Project Nos. 101350 and 102056Bridge constructionBracingGirdersPrecast ...
Technical summary.PDFBooklet/PamphletSPR-3514Structural mechanicsStructural analysisStructural conne...
textThere are many issues and challenges to deal with when designing a curved I-girder bridge. Thes...
textThe majority of a bridge designer’s time is spent ensuring strength and serviceability limit sta...
Bridge designs are becoming slender and lighter, making wind dynamic effects even more important tha...
016509452005Final ReportPDFTech ReportResearch Report 4145-1Research Study 0-4145BracingBridge const...
While for decades horizontally curved steel girder bridges have been a solution for constructing int...
Final report.PDFResearch PaperFHWA/IN/JTRP-2012/18SPR-3514Structural mechanicsStructural analysisStr...
PDFTech ReportGirdersPrestressed concretePrestressed concrete bridgesBridge constructionLouisianaLou...
011002502008Final ReportPDFTech ReportK-TRAN: KU-01-2C1268Retaining wallsSteel bridgesGirder bridges...
2008Research SummaryPDFBriefK-TRAN: KU-01-2Retaining wallsSteel bridgesGirder bridgesBracingDiaphrag...
009876742002Final Report January 1, 2003 - August 31, 2004PDFTech ReportUTCA Report 03228FHWA/CA/O...
2012PDFBriefBDK75 977-03Bridge constructionBridge bearing padsNeopreneGirdersBucklingFinite element ...
Steel curved I-girder bridge systems may be more susceptible to instability during construction than...
This paper presents the rationale for, and results of, structural monitoring of two steel basket-han...
PDFTech ReportBDK75-977-70UF Project Nos. 101350 and 102056Bridge constructionBracingGirdersPrecast ...
Technical summary.PDFBooklet/PamphletSPR-3514Structural mechanicsStructural analysisStructural conne...
textThere are many issues and challenges to deal with when designing a curved I-girder bridge. Thes...
textThe majority of a bridge designer’s time is spent ensuring strength and serviceability limit sta...
Bridge designs are becoming slender and lighter, making wind dynamic effects even more important tha...
016509452005Final ReportPDFTech ReportResearch Report 4145-1Research Study 0-4145BracingBridge const...
While for decades horizontally curved steel girder bridges have been a solution for constructing int...
Final report.PDFResearch PaperFHWA/IN/JTRP-2012/18SPR-3514Structural mechanicsStructural analysisStr...
PDFTech ReportGirdersPrestressed concretePrestressed concrete bridgesBridge constructionLouisianaLou...
011002502008Final ReportPDFTech ReportK-TRAN: KU-01-2C1268Retaining wallsSteel bridgesGirder bridges...
2008Research SummaryPDFBriefK-TRAN: KU-01-2Retaining wallsSteel bridgesGirder bridgesBracingDiaphrag...
009876742002Final Report January 1, 2003 - August 31, 2004PDFTech ReportUTCA Report 03228FHWA/CA/O...
2012PDFBriefBDK75 977-03Bridge constructionBridge bearing padsNeopreneGirdersBucklingFinite element ...
Steel curved I-girder bridge systems may be more susceptible to instability during construction than...
This paper presents the rationale for, and results of, structural monitoring of two steel basket-han...