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| 005 | 20211104152625.0 | ||
| 008 | 140703s2014 flu b 001 0 eng d | ||
| 010 | _a 2014024460 | ||
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| 020 |
_a0415532205 _qpaperback |
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| 020 |
_a9780415532204 _qpaperback |
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| 035 | _a(ATU)b13917055 | ||
| 035 | _a(OCoLC)780484181 | ||
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_aDLC _beng _erda _cDLC _dBTCTA _dOCLCO _dBDX _dUKMGB _dYDXCP _dCDX _dOCLCF _dATU |
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| 042 | _apcc | ||
| 050 | 0 | 0 |
_aTA684 _b.L5176 2014 |
| 082 | 0 | 0 |
_a624.1821 _223 |
| 100 | 1 |
_aLiang, Qing Quan, _d1965- _eauthor. _9464557 |
|
| 245 | 1 | 0 |
_aAnalysis and design of steel and composite structures / _cQing Quan Liang. |
| 264 | 1 |
_aBoca Raton : _bCRC Press, _c[2015] |
|
| 264 | 4 | _c©2015 | |
| 300 |
_axix, 438 pages : _billustrations ; _c25 cm |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_aunmediated _bn _2rdamedia |
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| 338 |
_avolume _bnc _2rdacarrier |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | _a1. Introduction -- 2. Design Actions -- 3. Local Buckling of Thin Steel Plates -- 4. Steel Members Under Bending -- 5. Steel Members Under Axial Load and Bending -- 6. Steel Connections -- 7. Plastic Analysis of Steel Beams and Frames -- 8. Composite Slabs -- 9. Composite Beams -- 10. Composite Columns -- 11. Introduction -- -- | |
| 505 | 0 | 0 |
_g1. _tIntroduction -- _g1.1. _tSteel and Composite Structures -- _g1.2. _tLimit State Design Philosophy -- _tBasic Concepts and Design Criteria -- _tStrength Limit State -- _tStability Limit State -- _tServiceability Limit State -- _g1.3. _tStructural Design Process -- _g1.4. _tMaterial Properties -- _tStructural Steel -- _tProfiled Steel -- _tReinforcing Steel -- _tConcrete -- _tReferences -- -- _g2. _tDesign Actions -- _g2.1. _tIntroduction -- _g2.2. _tPermanent Actions -- _g2.3. _tImposed Actions -- _g2.4. _tWind Actions -- _tDetermination of Wind Actions -- _tRegional Wind Speeds -- _tSite Exposure Multipliers -- _tAerodynamic Shape Factor -- _tDynamic Response Factor -- _g2.5. _tCombinations of Actions -- _tCombinations of Actions for Strength Limit State -- _tCombinations of Actions for Stability Limit State -- _tCombinations of Actions for Serviceability Limit State -- _tReferences -- -- _g3. _tLocal Buckling of Thin Steel Plates -- _g3.1. _tIntroduction -- _g3.2. _tSteel Plates Under Uniform Edge Compression -- _tElastic Local Buckling -- _tPost-Local Buckling -- _tDesign of Slender Sections Accounting for Local Buckling -- _g3.3. _tSteel Plates Under In-Plane Bending -- _tElastic Local Buckling -- _tUltimate Strength -- _tDesign of Beam Sections Accounting for Local Buckling -- _g3.4. _tSteel Plates in Shear -- _tElastic Local Buckling -- _tUltimate Strength -- _g3.5. _tSteel Plates in Bending and Shear -- _tElastic Local Buckling -- _tUltimate Strength -- _g3.6. _tSteel Plates in Bearing -- _tElastic Local Buckling -- _tUltimate Strength -- _g3.7. _tSteel Plates in Concrete-Filled Steel Tubular Columns -- _tElastic Local Buckling -- _tPost-Local Buckling -- _g3.8. _tDouble Skin Composite Panels -- _tLocal Buckling of Plates Under Biaxial Compression -- _tPost-Local Buckling of Plates Under Biaxial Compression -- _tLocal Buckling of Plates Under Biaxial Compression And Shear -- _tPost-Local Buckling of Plates Under Biaxial Compression and Shear -- _tReferences -- -- _g4. _tSteel Members Under Bending -- _g4.1. _tIntroduction -- _g4.2. _tBehaviour of Steel Members Under Bending -- _g4.3. _tProperties of Thin-Walled Sections -- _tCentroids -- _tSecond Moment of Area -- _tTorsional and Warping Constants -- _tElastic Section Modulus -- _g4.4. _tSection Moment Capacity -- _g4.5. _tMember Moment Capacity -- _tRestraints -- _tMembers with Full Lateral Restraint -- _tMembers without Full Lateral Restraint -- _tDesign Requirements for Members Under Bending -- _g4.6. _tShear Capacity of Webs -- _tYield Capacity of Webs in Shear -- _tShear Buckling Capacity of Webs -- _tWebs in Combined Shear and Bending -- _tTransverse Web Stiffeners -- _tLongitudinal Web Stiffeners -- _g4.7. _tBearing Capacity of Webs -- _tYield Capacity of Webs in Bearing -- _tBearing Buckling Capacity of Webs -- _tWebs in Combined Bearing and Bending -- _tLoad-Bearing Stiffeners -- _g4.8. _tDesign for Serviceability -- _tReferences -- -- _g5. _tSteel Members Under Axial Load and Bending -- _g5.1. _tIntroduction -- _g5.2. _tMembers Under Axial Compression -- _tBehaviour of Members in Axial Compression -- _tSection Capacity in Axial Compression -- _tElastic Buckling of Compression Members -- _tMember Capacity in Axial Compression -- _tLaced and Battened Compression Members -- _g5.3. _tMembers in Axial Tension -- _tBehaviour of Members in Axial Tension -- _tCapacity of Members in Axial Tension -- _g5.4. _tMembers Under Axial Load and Uniaxial Bending -- _tBehaviour of Members Under Combined Actions -- _tSection Moment Capacity Reduced by Axial Force -- _tIn-Plane Member Capacity -- _tOut-of-Plane Member Capacity -- _g5.5. _tDesign of Portal Frame Rafters and Columns -- _tRafters -- _tPortal Frame Columns -- _g5.6. _tMembers Under Axial Load and Biaxial Bending -- _tSection Capacity Under Biaxial Bending -- _tMember Capacity Under Biaxial Bending -- _tReferences -- -- _g6. _tSteel Connections -- _g6.1. _tIntroduction -- _g6.2. _tTypes of Connections -- _g6.3. _tMinimum Design Actions -- _g6.4. _tBolted Connections -- _tTypes of Bolts -- _tBolts in Shear -- _tBolts in Tension -- _tBolts in Combined Shear and Tension -- _tPly in Bearing -- _tDesign of Bolt Groups -- _g6.5. _tWelded Connections -- _tTypes of Welds -- _tButt Welds -- _tFillet Welds -- _tWeld Groups -- _g6.6. _tBolted Moment End Plate Connections -- _tDesign Actions -- _tDesign of Bolts -- _tDesign of End Plate -- _tDesign of Beam-to-End-Plate Welds -- _tDesign of Column Stiffeners -- _tGeometric Requirements -- _g6.7. _tPinned Column Base Plate Connections -- _tConnections Under Compression and Shear -- _tConnections Under Tension and Shear -- _tReferences -- -- _g7. _tPlastic Analysis of Steel Beams and Frames -- _g7.1. _tIntroduction -- _g7.2. _tSimple Plastic Theory -- _tPlastic Hinge -- _tFull Plastic Moment -- _tEffect of Axial Force -- _tEffect of Shear Force -- _g7.3. _tPlastic Analysis of Steel Beams -- _tPlastic Collapse Mechanisms -- _tWork Equation -- _tPlastic Analysis Using the Mechanism Method -- _g7.4. _tPlastic Analysis of Steel Frames -- _tFundamental Theorems -- _tMethod of Combined Mechanism -- _g7.5. _tPlastic Design to AS 4100 -- _tLimitations on Plastic Design -- _tSection Capacity Under Axial Load and Bending -- _tSlenderness Limits -- _tReferences -- -- |
| 505 | 0 | 0 |
_g8. _tComposite Slabs -- _g8.1. _tIntroduction -- _g8.2. _tComponents of Composite Slabs -- _g8.3. _tBehaviour of Composite Slabs -- _g8.4. _tShear Connection of Composite Slabs -- _tBasic Concepts -- _tStrength of Shear Connection -- _tDegree of Shear Connection -- _g8.5. _tMoment Capacity Based on Eurocode 4 -- _tComplete Shear Connection with Neutral Axis Above Sheeting -- _tComplete Shear Connection with Neutral Axis Within Sheeting -- _tPartial Shear Connection -- _g8.6. _tMoment Capacity Based on Australian Practice -- _tPositive Moment Capacity with Complete Shear Connection -- _tPositive Moment Capacity with Partial Shear Connection -- _tMinimum Bending Strength -- _tDesign for Negative Moments -- _g8.7. _tVertical Shear Capacity of Composite Slabs -- _tPositive Vertical Shear Capacity -- _tNegative Vertical Shear Capacity -- _tVertical Shear Capacity Based on Eurocode 4 -- _g8.8. _tLongitudinal Shear -- _g8.9. _tPunching Shear -- _g8.10. _tDesign Considerations -- _tEffective Span -- _tPotentially Critical Cross Sections -- _tEffects of Propping -- _g8.11. _tDesign for Serviceability -- _tCrack Control of Composite Slabs -- _tShort-Term Deflections of Composite Slabs -- _tLong-Term Deflections of Composite Slabs -- _tSpan-to-Depth Ratio for Composite Slabs -- _tReferences -- -- _g9. _tComposite Beams -- _g9.1. _tIntroduction -- _g9.2. _tComponents of Composite Beams -- _g9.3. _tBehaviour of Composite Beams -- _g9.4. _tEffective Sections -- _tEffective Width of Concrete Flange -- _tEffective Portion of Steel Beam Section -- _g9.5. _tShear Connection of Composite Beams -- _tBasic Concepts -- _tLoad-Slip Behaviour of Shear Connectors -- _tStrength of Shear Connectors -- _tDegree of Shear Connection -- _tDetailing of Shear Connectors -- _g9.6. _tVertical Shear Capacity of Composite Beams -- _tVertical Shear Capacity Ignoring Concrete Contribution -- _tVertical Shear Capacity Considering Concrete Contribution -- _g9.7. _tDesign Moment Capacity for Positive Bending -- _tAssumptions -- _tCross Sections with γ [less than or equal to] 0.5 and Complete Shear Connection -- _tCross Sections with γ [less than or equal to] 0.5 and Partial Shear Connection -- _tCross Sections with γ = 1.0 and Complete Shear Connection -- _tCross Sections with γ = 1.0 and Partial Shear Connection -- _tCross Sections with 0.5 [less than] γ [less than or equal to] 1.0 -- _tMinimum Degree of Shear Connection -- _g9.8. _tDesign Moment Capacity for Negative Bending -- _tDesign Concepts -- _tKey Levels of Longitudinal Reinforcement -- _tPlastic Neutral Axis Depth -- _tDesign Negative Moment Capacity -- _g9.9. _tTransfer of Longitudinal Shear in Concrete Slabs -- _tLongitudinal Shear Surfaces -- _tDesign Longitudinal Shear Force -- _tLongitudinal Shear Capacity -- _tLongitudinal Shear Reinforcement -- _g9.10. _tComposite Beams with Precast Hollow Core Slabs -- _g9.11. _tDesign for Serviceability -- _tElastic Section Properties -- _tDeflection Components of Composite Beams -- _tDeflections Due to Creep and Shrinkage -- _tMaximum Stress in Steel Beam -- _tReferences -- -- _g10. _tComposite Columns -- _g10.1. _tIntroduction -- _g10.2. _tBehaviour and Design of Short Composite Columns -- _tBehaviour of Short Composite Columns -- _tShort Composite Columns Under Axial Compression -- _tShort Composite Columns Under Axial Load and Uniaxial Bending -- _g10.3. _tNon-Linear Analysis of Short Composite Columns -- _tGeneral -- _tFibre Element Method -- _tFibre Strain Calculations -- _tMaterial Constitutive Models for Structural Steels -- _tMaterial Models for Concrete in Rectangular CFST Columns -- _tMaterial Models for Concrete in Circular CFST Columns -- _tModelling of Local and Post-Local Buckling -- _tStress Resultants -- _tComputational Algorithms Based on the Secant Method -- _g10.4. _tBehaviour and Design of Slender Composite Columns -- _tBehaviour of Slender Composite Columns -- _tRelative Slenderness and Effective Flexural Stiffness -- _tConcentrically Loaded Slender Composite Columns -- _tUniaxially Loaded Slender Composite Columns -- _tBiaxially Loaded Slender Composite Beam-Columns -- _g10.5. _tNon-Linear Analysis of Slender Composite Columns -- _tGeneral -- _tModelling of Load-Deflection Behaviour -- _tModelling of Axial Load-Moment Interaction Diagrams -- _tNumerical Solution Scheme Based on Müller's Method -- _tComposite Columns with Preload Effects -- _tComposite Columns Under Cyclic Loading -- _tReferences -- _tComposite Connections -- -- _g11. _tIntroduction -- _g11.1. _tSingle-Plate Shear Connections -- _g11.2. _tBehaviour of Single-Plate Connections -- _tDesign Requirements -- _tDesign of Bolts -- _tDesign of Single Plate -- _tDesign of Welds -- _g11.3. _tTee Shear Connections -- _tBehaviour of Tee Shear Connections -- _tDesign of Bolts -- _tDesign of Tee Stems -- _tDesign of Tee Flanges -- _tDesign of Welds -- _tDetailing Requirements -- _g11.4. _tBeam-to-CEC Column Moment Connections -- _tBehaviour of Composite Moment Connections -- _tDesign Actions -- _tEffective Width of Connection -- _tVertical Bearing Capacity -- _tHorizontal Shear Capacity -- _tDetailing Requirements -- _g11.5. _tBeam-to-CFST Column Moment Connections -- _tResultant Forces in Connection Elements -- _tNeutral Axis Depth -- _tShear Capacity of Steel Beam Web -- _tShear Capacity of Concrete -- _g11.6. _tSemi-Rigid Connections -- _tBehaviour of Semi-Rigid Connections -- _tDesign Moments at Supports -- _tDesign of Seat Angle -- _tDesign of Slab Reinforcement -- _tDesign Moment Capacities of Connection -- _tCompatibility Conditions -- _tDesign of Web Angles -- _tDeflections of Composite Beams -- _tDesign Procedure. |
| 520 | _a"With numerous practical step-by-step examples to illustrate the analysis and design of steel and composite members and connections, this book provides an integrated and comprehensive introduction to the analysis and design of steel and steel-concrete composite structures. It describes the fundamental behavior of steel and composite members and structures and the latest design criteria and procedures. Each section covers the necessary fundamentals for its respective material, but the integration provides further practical insight not possible in independent textbooks. "--Provided by publisher. | ||
| 650 | 0 |
_aBuilding, Iron and steel _9349343 |
|
| 650 | 0 |
_aComposite construction. _9315859 |
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