000			04973cam a22006498i 4500
001			on1013508835
003			OCoLC
005			20220711203302.0
006			m o d
007			cr |||||||||||
008			171121s2018 nju o 001 0 eng
010			_a 2017056354
040			_aDLC _beng _erda _epn _cDLC _dOCLCF _dOCLCO _dDG1 _dN$T _dNLE _dOCLCQ _dUAB _dOCLCQ _dMERER _dUPM _dYDX _dOCLCQ _dWYU
066			_c(S
019			_a1028022384
020			_a9781119367758 _q(electronic bk.)
020			_a1119367751 _q(electronic bk.)
020			_a9781119367765 _q(electronic bk.)
020			_a111936776X _q(electronic bk.)
020			_a9781119367789 _q(electronic bk.)
020			_a1119367786 _q(electronic bk.)
020			_a9781119367758 _q(electronic bk. ; _qoBook)
020			_a1119367751 _q(electronic bk. ; _qoBook)
020			_z9781119367796
020			_z9781119367796 _q(cloth)
035			_a(OCoLC)1013508835 _z(OCoLC)1028022384
042			_apcc
050	1	0	_aTA684
072		7	_aTEC _x009020 _2bisacsh
082	0	0	_a624.1/821 _223
049			_aMAIN
100	1		_aPaik, Jeom Kee, _eauthor. _96131
245	1	0	_aUltimate limit state analysis and design of plated structures / _cJeom Kee Paik.
250			_a2nd edition.
263			_a1804
264		1	_aHoboken, NJ : _bJohn Wiley & Sons, _c2018.
300			_a1 online resource
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
505	0		_6880-01 _aPrinciples of Limit State Design -- Buckling and Ultimate Strength of Plate-Stiffener Combinations -- Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances -- Large-Deflection and Ultimate Strength Behavior of Plates -- Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages -- Large-Deflection and Ultimate Strength Behavior of Stiffened Panels and Grillages -- Buckling and Ultimate Strength of Plate Assemblies -- Ultimate Strength of Ship Hull Structures -- Structural Fracture Mechanics -- Structural Impact Mechanics -- The Incremental Galerkin Method -- The Nonlinear Finite Element Method -- The Intelligent Supersize Finite Element Method -- Appendices -- Index.
500			_aIncludes index.
588	0		_aPrint version record and CIP data provided by publisher; resource not viewed.
650		0	_aBuilding, Iron and steel. _94781
650		0	_aPlates, Iron and steel. _96132
650		7	_aTECHNOLOGY & ENGINEERING _xCivil _xGeneral. _2bisacsh _94685
650		7	_aBuilding, Iron and steel. _2fast _0(OCoLC)fst00840918 _94781
650		7	_aPlates, Iron and steel. _2fast _0(OCoLC)fst01066809 _96132
655		4	_aElectronic books. _93294
776	0	8	_iPrint version: _aPaik, Jeom Kee. _tUltimate limit state analysis and design of plated structures. _b2nd edition. _dHoboken, NJ : John Wiley & Sons, 2018 _z9781119367796 _w(DLC) 2017046042
856	4	0	_uhttps://doi.org/10.1002/9781119367758 _zWiley Online Library
880	0		_6505-00/(S _aPreface xvii About the Author xix How to Use This Book xxi 1 Principles of Limit State Design 1 1.1 Structural Design Philosophies 1 1.1.1 Reliability-Based Design Format 3 1.1.2 Partial Safety Factor-Based Design Format 5 1.1.3 Failure Probability-Based Design Format 6 1.1.4 Risk-Based Design Format 7 1.2 Allowable Stress Design Versus Limit State Design 7 1.2.1 Serviceability Limit State Design 9 1.2.2 Ultimate Limit State Design 10 1.2.3 Fatigue Limit State Design 11 1.2.4 Accidental Limit State Design 15 1.3 Mechanical Properties of Structural Materials 17 1.3.1 Characterization of Material Properties 17 1.3.1.1 Young's Modulus, E 19 1.3.1.2 Poisson's Ratio, v 19 1.3.1.3 Elastic Shear Modulus, G 19 1.3.1.4 Proportional Limit, σP 20 1.3.1.5 Yield Strength, σY, and Yield Strain,
880	0		_6505-00/(S _aεY 20 1.3.1.6 Strain-Hardening Tangent Modulus, Eh, and Strain-Hardening Strain, εh 20 1.3.1.7 Ultimate Tensile Strength, σT 20 1.3.1.8 Necking Tangent Modulus, En 22 1.3.1.9 Fracture Strain, εF, and Fracture Stress,
880	0		_6505-01/(S _aσF 22 1.3.2 Elastic-Perfectly Plastic Material Model 23 1.3.3 Characterization of the Engineering Stress-Engineering Strain Relationship 23 1.3.4 Characterization of the True Stress-True Strain Relationship 25 1.3.5 Effect of Strain Rates 29 1.3.6 Effect of Elevated Temperatures 29 1.3.7 Effect of Cold Temperatures 30 1.3.8 Yield Condition Under Multiple Stress Components 34 1.3.9 The Bauschinger Effect: Cyclic Loading 37 1.3.10 Limits of Cold Forming 38 1.3.11 Lamellar Tearing 39 1.4 Strength Member Types for Plated Structures 39 1.5 Types of Loads 41 1.6 Basic Types of Structural Failure 42 1.7 Fabrication Related Initial Imperfections 43 1.7.1 Mechanism of Initial Imperfections 44 1.7.2 Initial Distortion Modeling 44 1.7.2.1 Plate Initial Deflection 47 1.7.2.2 Column-Type Initial Deflection of a Stiffener 56 1.7.2.3 Sideways Initial Distortion.
942			_cEBK
994			_a92 _bDG1
999			_c68604 _d68604