LEADER 04334nam 2200625 450 001 9910464332403321 005 20200520144314.0 010 $a1-62870-826-3 010 $a3-03813-962-9 035 $a(CKB)3710000000025446 035 $a(EBL)1873036 035 $a(SSID)ssj0001190001 035 $a(PQKBManifestationID)11779039 035 $a(PQKBTitleCode)TC0001190001 035 $a(PQKBWorkID)11190111 035 $a(PQKB)10763345 035 $a(MiAaPQ)EBC1873036 035 $a(Au-PeEL)EBL1873036 035 $a(CaPaEBR)ebr10777678 035 $a(OCoLC)897641071 035 $a(EXLCZ)993710000000025446 100 $a20131021h20132013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aSome research results on bridge health monitoring, maintenance and safety $especial topic volume with invited peer reviewed papers only /$fedited by Yang Liu 210 1$aDurturn-Zurich ;$aEnfield, New Hampshire :$cTrans Tech Publications,$d[2013] 210 4$dİ2013 215 $a1 online resource (177 p.) 225 0$aKey engineering materials,$x1013-9826 ;$vv. 540 300 $aDescription based upon print version of record. 311 $a3-03785-581-9 320 $aIncludes bibliographical references and indexes. 327 $aSome Research Results on Bridge Health Monitoring, Maintenance and Safety; Preface; Table of Contents; Investigation of a Software for Finite Element Model Updating of Bridges Based on Interface Technology between VC++ and MATLAB; Significant Failure Mode Identification for a CFST Arch Bridge System; Analysis of Traveling Wave Effect on Half-Through CFST Arch Bridge by Large Mass Method; Dynamic Amplification Factor Measuring of T-Girder Bridges; Resistance and Time-Variant Reliability Updating of Existing Bridge Structures Based on Proof Loads 327 $aSensor Optimal Placement for Structural Health Monitoring Based on Stabilization DiagramBuffeting Reliability Analysis of Long Span Concrete-Filled Steel Tube Arch Bridge during Construction Stage; Study on Vehicle-Bridge Coupling Vibration of Equal Span Girder Bridge of Different Span Number; Seismic Performance of a Multi-Span RC Highway Bridge with High Damping Rubber Bearings; A Meta-Modeling Procedure for Updating the Finite Element Model of an Arch Bridge Model; A Method for Damage Detection Based on Correlation Characteristic of Acceleration Response 327 $aModified Formula of Estimating Fundamental Frequency of Girder Bridge with Variable Cross-SectionExperimental Research of Uniaxial Compression Bearing Capacity on Large Diameter CFST Columns; Experimental Study of Flexural Behavior of RC Beams Strengthening with BFRP Sheets; The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge; Seismic Performance Analysis of a Multi-Span Continuous Girder Bridge under Multi-Excitation; Impact Analysis of the Flexural Rigidity on the Frequency and Tension of the Stay Cable 327 $aTime-Dependent Shear Capability Analysis and its Application of Reinforced Concrete Simply-Supported Beam BridgeKeywords Index; Authors Index 330 $aThis special topic volume encompasses some aspects of bridge health monitoring, maintenance and safety. Specifically, it deals with: bridge health monitoring; bridge repair and rehabilitation issues; bridge related safety and other implications. The objective was to introduce recent research results in the fields of bridge health monitoring, bridge maintenance and safety from the mainland of China. Review from Book News Inc.: Invited and peer-reviewed, 18 papers describe best practices in monitoring and managing the health of bridges. The examples are from China, but the ideas and methods shou 410 0$aKey Engineering Materials 606 $aBridges$xMaintenance and repair 606 $aBridges$xTesting 608 $aElectronic books. 615 0$aBridges$xMaintenance and repair. 615 0$aBridges$xTesting. 676 $a624.2 701 $aLiu$b Yang$f1955-$0994669 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910464332403321 996 $aSome research results on bridge health monitoring, maintenance and safety$92277978 997 $aUNINA LEADER 00849nam0-22003131i-450 001 990005877840403321 005 20241016131112.0 010 $a88-7092-167-0 035 $a000587784 035 $aFED01000587784 035 $a(Aleph)000587784FED01 100 $a20000421d1999----km-y0itay50------ba 101 0 $aita 105 $ay-------001yy 200 1 $aEmpedocle$fRenato Laurenti 210 $aNapoli$cM. 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