000 | 07356cam a2200445 i 4500 | ||
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003 | OCoLC | ||
005 | 20221109193948.0 | ||
008 | 160530s2017 maua 001 0 eng d | ||
011 | _aMARC Score : 11150(20850) : OK | ||
011 | _aDirect Search Result | ||
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_a1292089466 _qpbk. |
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_a9781292089461 _qpbk. |
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035 | _a(ATU)b24557948 | ||
035 | _a(OCoLC)954103462 | ||
040 |
_aNLE _beng _erda _cNLE _dOCLCO _dOCLCQ _dOCLCF _dLEATE _dATU |
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082 | 0 | 4 |
_a624.171 _223 |
099 | _a624.171 HIB | ||
100 | 1 |
_aHibbeler, R. C. _eauthor. _9226258 |
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245 | 1 | 0 |
_aStructural analysis / _cR.C. Hibbeler ; SI conversion by Kai Beng Yap. |
250 | _aNinth edition in SI units. | ||
250 | _aGlobal edition. | ||
264 | 1 |
_aBoston : _bPearson, _c[2017] |
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264 | 4 | _c©2017 | |
300 |
_axxiv, 700 pages : _billustrations ; _c24 cm |
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336 |
_atext _btxt _2rdacontent |
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336 |
_astill image _bsti _2rdacontent |
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337 |
_aunmediated _bn _2rdamedia |
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338 |
_avolume _bnc _2rdacarrier |
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500 | _aPrevious edition: Singapore: Prentice Hall, 2011. | ||
500 | _aIncludes index. | ||
505 | 0 | 0 |
_g1. _tTypes of Structures and Loads -- _g1.1. _tIntroduction -- _g1.2. _tClassification of Structures -- _g1.3. _tLoads -- _g1.4. _tStructural Design -- _g2. _tAnalysis of Statically Determinate Structures -- _g2.1. _tIdealized Structure -- _g2.2. _tLoad Path -- _g2.3. _tPrinciple of Superposition -- _g2.4. _tEquations of Equilibrium -- _g2.5. _tDeterminacy and Stability -- _g2.6. _tApplication of the Equations of Equilibrium Project Problem -- _g3. _tAnalysis of Statically Determinate Trusses -- _g3.1. _tCommon Types of Trusses -- _g3.2. _tClassification of Coplanar Trusses -- _g3.3. _tThe Method of Joints -- _g3.4. _tZero-Force Members -- _g3.5. _tThe Method of Sections -- _g3.6. _tCompound Trusses -- _g3.7. _tComplex Trusses -- _g3.8. _tSpace Trusses Project Problem -- _g4. _tInternal Loadings Developed in Structural Members -- _g4.1. _tInternal Loadings at a Specified Point -- _g4.2. _tShear and Moment Functions -- _g4.3. _tShear and Moment Diagrams for a Beam -- _g4.4. _tShear and Moment Diagrams for a Frame -- _g4.5. _tMoment Diagrams Constructed by the Method of Superposition Project Problem -- _g5. _tCables and Arches -- _g5.1. _tCables -- _g5.2. _tCable Subjected to Concentrated Loads -- _g5.3. _tCable Subjected to a Uniform Distributed Load -- _g5.4. _tArches -- _g5.5. _tThree-Hinged Arch -- _g6. _tInfluence Lines for Statically Determinate Structures -- _g6.1. _tInfluence Lines -- _g6.2. _tInfluence Lines for Beams -- _g6.3. _tQualitative Influence Lines -- _g6.4. _tInfluence Lines for Floor Girders -- _g6.5. _tInfluence Lines for Trusses -- _g6.6. _tMaximum Influence at a Point due to a Series of Concentrated Loads -- _g6.7. _tAbsolute Maximum Shear and Moment Project Problem -- _g7. _tApproximate Analysis of Statically Indeterminate Structures -- _g7.1. _tUse of Approximate Methods -- _g7.2. _tTrusses -- _g7.3. _tVertical Loads on Building Frames -- _g7.4. _tPortal Frames and Trusses -- _g7.5. _tLateral Loads on Building Frames: Portal Method -- _g7.6. _tLateral Loads on Building Frames: Cantilever Method Project Problem -- _g8. _tDeflections -- _g8.1. _tDeflection Diagrams and the Elastic Curve -- _g8.2. _tElastic-Beam Theory -- _g8.3. _tThe Double Integration Method -- _g8.4. _tMoment-Area Theorems -- _g8.5. _tConjugate-Beam Method -- _g9. _tDeflections Using Energy Methods -- _g9.1. _texternal Work and Strain energy -- _g9.2. _tPrinciple of Work and energy -- _g9.3. _tPrinciple of Virtual Work -- _g9.4. _tMethod of Virtual Work: Trusses -- _g9.5. _tCastiglianos Theorem -- _g9.6. _tCastiglianos Theorem for Trusses -- _g9.7. _tMethod of Virtual Work: Beams and Frames -- _g9.8. _tVirtual Strain energy Caused by Axial Load, Shear, Torsion, and Temperature -- _g9.9. _tCastiglianos Theorem for Beams and Frames -- _g10. _tAnalysis of Statically Indeterminate Structures by the Force Method -- _g10.1. _tStatically Indeterminate Structures -- _g10.2. _tForce Method of Analysis: General Procedure -- _g10.3. _tMaxwells Theorem of Reciprocal Displacements; Bettis Law -- _g10.4. _tForce Method of Analysis: Beams -- _g10.5. _tForce Method of Analysis: Frames -- _g10.6. _tForce Method of Analysis: Trusses -- _g10.7. _tComposite Structures -- _g10.8. _tAdditional Remarks on the Force Method of Analysis -- _g10.9. _tSymmetric Structures -- _g10.10. _tInfluence Lines for Statically Indeterminate Beams -- _g10.11. _tQualitative Influence Lines for Frames -- _g11. _tDisplacement Method of Analysis: Slope-Deflection Equations -- _g11.1. _tDisplacement Method of Analysis: General Procedures -- _g11.2. _tSlope-Deflection equations -- _g11.3. _tAnalysis of Beams -- _g11.4. _tAnalysis of Frames: No Sidesway -- _g11.5. _tAnalysis of Frames: Sidesway Project Problem -- _g12. _tDisplacement Method of Analysis: Moment Distribution -- _g12.1. _tGeneral Principles and Definitions -- _g12.2. _tMoment Distribution for Beams -- _g12.3. _tStiffness-Factor Modifications -- _g12.4. _tMoment Distribution for Frames: No Sidesway -- _g12.5. _tMoment Distribution for Frames: Sidesway -- _g13. _tBeams and Frames Having Nonprismatic Members -- _g13.1. _tLoading Properties of Nonprismatic Members -- _g13.2. _tMoment Distribution for Structures Having Nonprismatic Members -- _g13.3. _tSlope-Deflection equations for Nonprismatic Members -- _g14. _tTruss Analysis Using the Stiffness Method -- _g14.1. _tFundamentals of the Stiffness Method -- _g14.2. _tMember Stiffness Matrix -- _g14.3. _tDisplacement and Force Transformation Matrices -- _g14.4. _tMember Global Stiffness Matrix -- _g14.5. _tTruss Stiffness Matrix -- _g14.6. _tApplication of the Stiffness Method for Truss Analysis -- _g14.7. _tNodal Coordinates -- _g14.8. _tTrusses Having Thermal Changes and Fabrication errors -- _g14.9. _tSpace-Truss Analysis -- _g15. _tBeam Analysis Using the Stiffness Method -- _g15.1. _tPreliminary Remarks -- _g15.2. _tBeam-Member Stiffness Matrix -- _g15.3. _tBeam-Structure Stiffness Matrix -- _g15.4. _tApplication of the Stiffness Method for Beam Analysis -- _g16. _tPlane Frame Analysis Using the Stiffness Method -- _g16.1. _tFrame-Member Stiffness Matrix -- _g16.2. _tDisplacement and Force Transformation Matrices -- _g16.3. _tFrame-Member Global Stiffness Matrix -- _g16.4. _tApplication of the Stiffness Method for Frame Analysis -- _g17. _tStructural Modeling and Computer Analysis -- _g17.1. _tGeneral Structural Modeling -- _g17.2. _tModeling a Structure and its Members -- _g17.3. _tGeneral Application of a Structural Analysis Computer Program. |
520 | _a"Structural Analysis provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Hibbeler's problem solving methodology, Procedures for Analysis, provides students with a logical, orderly method to follow when applying theory."--Publisher's website. | ||
650 | 0 |
_aStructural analysis (Engineering) _9324588 |
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700 | 1 |
_aYap, Kai Beng, _econtributor. _9832417 |
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907 |
_a.b24557948 _b06-09-21 _c08-12-17 |
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