LEADER 03343nam 2200661Ia 450 001 9910971907203321 005 20200520144314.0 010 $a9786612686719 010 $a9781282686717 010 $a1282686712 010 $a9781444316377 010 $a1444316370 035 $a(CKB)1000000000787465 035 $a(EBL)454386 035 $a(OCoLC)435542496 035 $a(SSID)ssj0000180216 035 $a(PQKBManifestationID)11923037 035 $a(PQKBTitleCode)TC0000180216 035 $a(PQKBWorkID)10149000 035 $a(PQKB)10940411 035 $a(MiAaPQ)EBC454386 035 $a(Au-PeEL)EBL454386 035 $a(CaPaEBR)ebr10315619 035 $a(CaONFJC)MIL268671 035 $a(OCoLC)733729908 035 $a(PPN)140819398 035 $a(Perlego)2762098 035 $a(EXLCZ)991000000000787465 100 $a20090217d2009 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aIntegral and semi-integral bridges /$fMartin P. Burke 205 $a1st ed. 210 $aAmes, Iowa $cWiley-Blackwell$d2009 215 $a1 online resource (271 pages) $cillustrations 300 $aDescription based upon print version of record. 311 0 $a9781405194181 311 0 $a1405194189 320 $aIncludes bibliographical references and index. 327 $aIntegral and Semi-integral Bridges; Contents; Acknowledgments; Introduction; Chapter 1: Integral Bridges; Chapter 2: Bridge Damage and the Pavement G/P Phenomenon; Chapter 3: Integral Bridges: Attributes and Limitations; Chapter 4: Design of Integral Bridges: A Practitioner's Approach; Chapter 5: Genesis of Integral Bridges; Chapter 6: Cracking of Concrete Decks and Other Problems with Integral-type Bridges; Chapter 7: Integral Bridge Design in the Land of No Special Computations; Chapter 8: Semi-integral Bridges: Movements and Forces; Chapter 9: Emergence of Semi-integral Bridges 327 $aChapter 10: Elementalistic and Holistic Views for the Evaluation and Design of Structure Movement Systems Chapter 11: Awareness of Reality in Bridge Design; Appendix 1: The Pavement Growth/Pressure Phenomenon: The Neglected Aspect of Jointed Pavement Behavior; Appendix 2: Glossary; Appendix 3: Captions for Photographs; Index 330 $aWorldwide, integral type bridges are being used in greater numbers in lieu of jointed bridges because of their structural simplicity, first-cost economy, and outstanding durability. In the UK and the US states of Tennessee and Missouri, for example, the construction of most moderate length bridges is based on the integral bridge concept. The state of Washington uses semi-integral bridges almost exclusively, while, depending on subfoundation characteristics, the state of Ohio and others use a mix of these two bridge types. 606 $aConcrete bridges$xDesign and construction 606 $aConcrete bridges$xJoints 615 0$aConcrete bridges$xDesign and construction. 615 0$aConcrete bridges$xJoints. 676 $a624.2 700 $aBurke$b Martin P$01805150 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910971907203321 996 $aIntegral and semi-integral bridges$94353585 997 $aUNINA