LEADER 06427nam 2200697 a 450 001 9910141536303321 005 20230420210522.0 010 $a1-118-40257-X 010 $a1-283-94994-6 010 $a1-118-33268-7 035 $a(CKB)2670000000315791 035 $a(EBL)947866 035 $a(OCoLC)827861426 035 $a(SSID)ssj0000803844 035 $a(PQKBManifestationID)12351843 035 $a(PQKBTitleCode)TC0000803844 035 $a(PQKBWorkID)10810979 035 $a(PQKB)11251591 035 $a(PQKBManifestationID)16033738 035 $a(PQKB)21014965 035 $a(MiAaPQ)EBC947866 035 $a(Au-PeEL)EBL947866 035 $a(CaPaEBR)ebr10644018 035 $a(CaONFJC)MIL426244 035 $a(EXLCZ)992670000000315791 100 $a20120907h20132013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aBridge design and evaluation $eLRFD and LRFR /$fGongkang Fu 210 1$aHoboken, N.J. :$cJohn Wiley & Sons,$d2013. 210 4$aŠ2013 215 $a1 online resource (458 pages) $cillustrations 300 $aDescription based upon print version of record. 311 0 $a0-470-42225-4 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Bridge Engineering and Highway Bridge Network; 1.2 Types of Highway Bridges; 1.3 Bridge Construction and Its Relation to Design; 1.4 AASHTO Specifications and Design and Evaluation Methods; 1.5 Goals for Bridge Design and Evaluation; 1.6 Preliminary Design versus Detailed Design; 1.7 Organization of This Book; References; Chapter 2 Requirements for Bridge Design and Evaluation; 2.1 General Requirements; 2.2 Limit States; 2.2.1 General Formulation of Limit State Load Combination; 2.2.2 Strength Limit State 327 $a2.2.3 Extreme-Event Limit State; 2.2.4 Service Limit State; 2.2.5 Fatigue and Fracture Limit State; 2.3 Constructability; 2.4 Safety; 2.4.1 Uncertainty in Design and Evaluation; 2.4.2 Modeling Uncertainty Using Probability Theory; 2.4.3 Reliability Index for Quantifying Bridge Reliability or Safety; 2.4.4 Reliability Considerations for Bridge Design and Evaluation (Load Rating); 2.4.5 Calibration for AASHTO LRFD Specifications; 2.4.6 Determination of Load and Resistance Factors for AASHTO LRFD Specifications; 2.4.7 Calibration for AASHTO LRFR Specifications 327 $a2.4.8 Future Research Work for Calibration; 2.5 Serviceability; 2.5.1 Clearance; 2.5.2 Durability; 2.5.3 Maintainability; 2.5.4 Rideability; 2.5.5 Deformation Control; 2.5.6 Utilities; 2.5.7 Allowance for Future Widening; 2.6 Inspectability; 2.7 Economy; 2.8 Aesthetics; 2.9 Summary; References; Problems; Chapter 3 Loads, Load Effects, and Load Combinations; 3.1 Introduction; 3.2 Permanent Loads; 3.2.1 Dead Loads DC, DW, and DD; 3.2.2 Permanent Earth Loads EH, EV, and ES; 3.2.3 Other Permanent Loads; 3.3 Transient Loads; 3.3.1 Vehicle-Related Transient Loads 327 $a3.3.2 Non-Vehicle-Related Transient Loads; 3.4 Load Combinations; 3.4.1 General Formulation of Load Combination; 3.4.2 Strength Limit States and Load Factors; 3.4.3 Extreme-Event Limit States and Load Factors; 3.4.4 Service Limit States and Load Factors; 3.4.5 Fatigue Limit States; References; Problems; Chapter 4 Superstructure Design; 4.1 Introduction; 4.2 Highway Bridge Superstructure Systems; 4.2.1 Beam Bridges; 4.2.2 Truss Bridges; 4.2.3 Arch Bridges; 4.2.4 Cable-Stayed Bridges; 4.2.5 Suspension Bridge Systems; 4.3 Primary Components of Highway Bridge Superstructure; 4.4 Deck Systems 327 $a4.4.1 Reinforced Concrete Slab System; 4.4.2 Timber Deck System; 4.4.3 Metal Grid Deck System; 4.4.4 Orthotropic Steel Deck System; 4.4.5 Fiber-Reinforced Polymer Deck System; 4.5 Deck-Supporting Systems; 4.5.1 Prestressed Concrete Beams; 4.5.2 Steel Beams; 4.5.3 Slab Superstructure; 4.5.4 Steel Trusses; 4.5.5 Concrete Arches; 4.5.6 Steel Arches; 4.6 Design of Reinforced Concrete Deck Slabs; 4.6.1 Design Requirement and Parameters; 4.6.2 General Traditional Design Method and Empirical Design Method; 4.6.3 Traditional Design; 4.6.4 Dead- and Live-Load Effects for Interior Bays; 4.6.5 Strength I and Service I Limit State Design for Interior Bays 330 $aA succinct, real, world approach to complete bridge system design and evaluation/b/ Load and Resistance Factor Design (LRFD) and Load and Resistance Factor Rating (LRFR) are design and evaluation methods that have replaced or offered alternatives to other traditional methods as the new standards for designing and load, rating U.S. highway bridges. Bridge Design and Evaluation covers complete bridge systems (substructure and superstructure) in one succinct, manageable package. It presents real, world bridge examples demonstrating both their design and evaluation using LRFD and LRFR. Designed for a 3, to 4,credit undergraduate or graduate, level course, it presents the fundamentals of the topic without expanding needlessly into advanced or specialized topics. Important features include: Exclusive focus on LRFD and LRFR/Hundreds of photographs and figures of real bridges to connect the theoretical with the practical. Design and evaluation examples from real bridges including actual bridge plans and drawings and design methodologies/Numerous exercise problems/Specific design for a 3, to 4,credit course at the undergraduate or graduate level/The only bridge engineering textbook to cover the important topics of bridge evaluation and rating, Bridge Design and Evaluation is the most up, to, date and inclusive introduction available for students in civil engineering specializing in structural and transportation engineering 606 $aBridges$xDesign and construction$vTextbooks 606 $aBridges$xEvaluation$vTextbooks 606 $aBridges$xMaintenance and repair$vTextbooks 606 $aLoad factor design 615 0$aBridges$xDesign and construction 615 0$aBridges$xEvaluation 615 0$aBridges$xMaintenance and repair 615 0$aLoad factor design. 676 $a624.2/52 700 $aFu$b Gongkang$0860250 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910141536303321 996 $aBridge design and evaluation$91919473 997 $aUNINA