LEADER 05646oam 2200721I 450 001 9910459657403321 005 20200520144314.0 010 $a0-429-20655-0 010 $a1-135-17243-9 010 $a0-203-86158-2 024 7 $a10.1201/9780203861585 035 $a(CKB)2670000000034496 035 $a(EBL)565988 035 $a(OCoLC)680046792 035 $a(SSID)ssj0000427566 035 $a(PQKBManifestationID)11289883 035 $a(PQKBTitleCode)TC0000427566 035 $a(PQKBWorkID)10414350 035 $a(PQKB)10557341 035 $a(MiAaPQ)EBC565988 035 $a(Au-PeEL)EBL565988 035 $a(CaPaEBR)ebr10406740 035 $a(CaONFJC)MIL694002 035 $a(EXLCZ)992670000000034496 100 $a20180420d2009 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aSafety and reliability of bridge structures /$fedited by Khaled M. Mahmoud 210 1$aBoca Raton, Fla. :$cCRC Press,$d2009. 215 $a1 online resource (518 p.) 300 $aA Balkema book. 311 $a1-4398-5955-8 311 $a1-322-62720-7 311 $a0-415-56484-0 320 $aIncludes bibliographical references and index. 327 $aFront cover; Table of contents; Preface; 1 Bridge safety, analysis and design; Chapter 1 The safety of bridges1; Chapter 2 LRFD versus ASD, the differences between the two standards for retaining wall and abutment design; Chapter 3 Providing the best bridges for the best cost; Chapter 4 Taconic State Parkway Ramp 'X' Bridge project, Westchester, NY, USA; Chapter 5 Screening and analysis for the gusset plates of the Hawk Falls Bridge, Pennsylvania, USA; Chapter 6 Selection and design of the high load multirotational bearings for the St. Anthony Falls Bridge in Minnesota 327 $a2 Cable-supported bridgesChapter 7 Potential of multi main-spans suspension bridge; Chapter 8 Kanchanaphisek Bridge: A cable-stayed bridge designed for a low maintenance budget; Chapter 9 Design-build of the Indian River Inlet cable stayed bridge; Chapter 10 A self anchored suspension pedestrian bridge over Harbor Drive in San Diego, California, USA; Chapter 11 Stay cable replacement, high level engineering for an extended serviceability; 3 Movable bridges; Chapter 12 Rehabilitation of Bridge Street Bridge preserving a nineteenth century historic bascule lift span 327 $aChapter 13 Replacement of a rare Hanover skewed bascule-The Hamilton Avenue Bridge, New York City, USAChapter 14 Innovative redesign for cost savings on a vertical lift bridge; 4 Advanced materials; Chapter 15 Lightweight concrete for long span bridges; Chapter 16 Experimental study on hybrid steel-concrete beam connected with perfobond ribs; Chapter 17 Rehabilitation of bridges using Ultra-High Performance Fiber Reinforced Concrete; Chapter 18 Lightweight and recycled materials for the construction of the Messina Strait Bridge, Italy; 5 Bridge instrumentation and monitoring 327 $aChapter 19 Modeling and instrumentation of the Tobin Memorial Bridge in Boston, Massachusetts, USAChapter 20 Structural health monitoring using wireless acoustic emission sensor network; Chapter 21 Bridge monitoring to measure corrosion rate and concrete resistivity; 6 Bridge security and testing; Chapter 22 The security assessment of structural cable assemblies in bridges; Chapter 23 Overview of available detection technologies with applications to bridge security; Chapter 24 Development of a baseline model for an arch using diagnostic tests; 7 Bridge inspection, management and assessment 327 $aChapter 25 Developing a business process model for bridge management in EuropeChapter 26 Use of public-private partnerships in bridge infrastructure delivery; Chapter 27 Special topics studies for baseline structural modeling for condition assessment of in-service bridges; Chapter 28 Merging and moving forward with New Jersey Turnpike Authority's Bridge inspection program; Chapter 29 Washington Metropolitan Area Transit Authority's computerized structure inspection system; 8 Bridge construction, maintenance and retrofit; Chapter 30 Construction engineering considerations for highway bridges 327 $aChapter 31 Concept and practice of accelerated bridge construction in California, USA 330 $aRecent surveys of the U.S. infrastructure's condition have rated a staggering number of bridges structurally deficient or functionally obsolete. While not necessarily unsafe, a structurally deficient bridge must be posted for weight and have limits for speed, due to its deteriorated structural components. Bridges with old design features that cannot safely accommodate current traffic volumes, and vehicle sizes and weights are classified as functionally obsolete. Such deficiencies may adversely affect the performance of transportation systems in emergency situations or for disaster response. 606 $aBridge failures$xPrevention$vCongresses 606 $aBridges$xDesign and construction$vCongresses 606 $aBridges$xInspection$vCongresses 606 $aBridges$xSafety measures$vCongresses 608 $aElectronic books. 615 0$aBridge failures$xPrevention 615 0$aBridges$xDesign and construction 615 0$aBridges$xInspection 615 0$aBridges$xSafety measures 676 $a624.25 701 $aMahmoud$b Khaled M$0934077 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910459657403321 996 $aSafety and reliability of bridge structures$92103032 997 $aUNINA