| 000 | 05734cam a2200673 i 4500 | ||
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| 001 | on1019840639 | ||
| 003 | OCoLC | ||
| 005 | 20220711203251.0 | ||
| 006 | m o d | ||
| 007 | cr ||||||||||| | ||
| 008 | 180108t20182018njua ob 001 0 eng | ||
| 010 | _a 2018000726 | ||
| 040 |
_aDLC _beng _erda _epn _cDLC _dOCLCO _dOCLCF _dDG1 _dN$T _dYDX _dEBLCP _dMERER _dOCLCQ _dUAB _dOCLCQ _dYDX _dOCLCO _dOCLCQ _dUPM _dCOO _dNRC _dOCLCQ _dINT _dDKU _dOCLCQ _dWYU |
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| 020 |
_a9781119303510 _q(electronic book) |
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_a1119303516 _q(electronic book) |
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| 020 |
_a9781119303480 _q(electronic book) |
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| 020 |
_a1119303486 _q(electronic book) |
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| 020 |
_a9781119303534 _q(electronic book) |
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| 020 |
_a1119303532 _q(electronic book) |
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| 020 |
_z9781119303466 _q(hardcover) |
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| 029 | 1 |
_aAU@ _b000061386016 |
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| 029 | 1 |
_aCHNEW _b001003064 |
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| 029 | 1 |
_aCHVBK _b516426915 |
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| 035 | _a(OCoLC)1019840639 | ||
| 042 | _apcc | ||
| 050 | 1 | 4 |
_aTA475 _b.R84 2018 |
| 072 | 7 |
_aTEC _x009020 _2bisacsh |
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| 082 | 0 | 0 |
_a624.1/821 _223 |
| 049 | _aMAIN | ||
| 100 | 1 |
_aRugarli, Paolo, _d1963- _eauthor. _95964 |
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| 245 | 1 | 0 |
_aSteel connection analysis / _cPaolo Rugarli. |
| 264 | 1 |
_aHoboken, NJ : _bJohn Wiley & Sons, Inc., _c2018. |
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| 264 | 4 | _c©2018 | |
| 300 | _a1 online resource | ||
| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
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| 338 |
_aonline resource _bcr _2rdacarrier |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | _aIntro; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 An Unsolved Problem; 1.2 Limits of Traditional Approaches; 1.2.1 Generality; 1.2.2 Member Stress State Oversimplification; 1.2.3 Single Constituent Internal Combined Effects Linearization; 1.2.4 Single-Constituent External Combined-Effects Neglect; 1.2.5 Neglecting Eccentricities; 1.2.6 Use of Envelopes; 1.2.7 Oversimplification of Plastic Mechanisms Evaluation; 1.2.8 Evaluation of Buckling Phenomena; 1.3 Some Limits of the Codes of Practice; 1.3.1 Problem of Coded Standards; 1.3.2 T-Stub in Eurocode 3. | |
| 505 | 8 | _a1.3.3 Eurocode 3 Component Model1.3.4 Distribution of Internal Forces; 1.3.5 Prying Forces; 1.3.6 Block Tearing; 1.4 Scope of This Book; 1.5 Automatic Modeling and Analysis of 3D Connections; 1.6 Acknowledgments; References; Chapter 2 Jnodes; 2.1 BFEM; 2.2 From the BFEM to the Member Model; 2.2.1 Physical Model and the Analytical Model; 2.2.2 Member Detection: Connection Codes; 2.2.3 An Automatic Algorithm for Straight Prismatic Member Detection; 2.2.4 Member Data Structure; 2.2.5 Member Classification at a Node; 2.2.6 Member Mutual Alignment Coding; 2.3 Jnodes. | |
| 505 | 8 | _a2.3.1 Need for the Jnode Concept2.3.2 Jnode Definition; 2.4 Jnode Analytics; 2.4.1 Classification of Jnodes; 2.4.2 Simple Jnodes; 2.4.3 Hierarchical Jnodes; 2.4.4 Central Jnodes; 2.4.5 Cuspidal Jnodes; 2.4.6 Tangent Jnodes; 2.4.7 Constraints; 2.4.8 Summary of Jnode Classification; 2.4.9 Setting Connection Codes: Examples; 2.5 Equal Jnodes Detection; 2.5.1 Toponode; 2.5.2 Jnode Data Structure; 2.5.3 Superimposable Member Couples; 2.5.4 Criteria to Assess Jnodes Equality; 2.5.5 Algorithm to Find Equal Jnodes; 2.5.6 Examples; 2.6 Structural Connectivity Indices; 2.7 Particular Issues. | |
| 505 | 8 | _a2.7.1 Symmetries2.7.2 Splitting of Jnodes; 2.7.3 Mutual Interaction of Different Jnodes, Jnode Clusters; 2.7.4 Tolerances; 2.8 Jclasses; References; Chapter 3 A Model for Connection; 3.1 Terminology; 3.2 Graphs of Connections; 3.3 Subconstituents vs Layouts; 3.4 Classification of Connections; Reference; Chapter 4 Renodes; 4.1 From Jnode to Renode Concept; 4.2 BREP Geometrical Description of 3D Objects; 4.3 The Scene; 4.3.1 Generality; 4.3.2 Members; 4.3.3 Typical Fittings; 4.3.4 Connectors; 4.4 Dual Geometry; 4.5 Automatic Connection Detection; 4.5.1 Faces in Contact; 4.5.2 Bolt Layouts. | |
| 505 | 8 | _a4.5.3 Weld Layouts4.6 Elementary Operations; 4.7 Renode Logic and the Chains; 4.7.1 Minimum Compliance Criteria for Renode Good Design; 4.7.2 Chains; 4.7.3 Finding Chains; 4.8 Prenodes; 4.9 After Scene Creation; Chapter 5 Pillars of Connection Analysis; 5.1 Equilibrium; 5.1.1 Generality; 5.1.2 Statics of Free Rigid Bodies; 5.2 Action Reaction Principle; 5.3 Statics of Connections; 5.3.1 Equilibrium of Members in Renodes: Proper and Dual Models; 5.3.2 Force Packets for Compound Members; 5.3.3 Primary Unknowns: Iso-, Hypo-, and Hyperconnectivity; 5.4 Static Theorem of Limit Analysis. | |
| 588 | 0 | _aOnline resource; title from digital title page (viewed on April 19, 2018). | |
| 520 | _aFirst book to discuss the analysis of structural steel connections by Finite Element Analysis--which provides fast, efficient, and flexible checking of these vital structural components. | ||
| 520 | _aStructural engineers, fabricators, software developing firms, university researchers, and advanced students of civil and structural engineering will all benefit from Steel Connection Analysis. | ||
| 650 | 0 |
_aSteel, Structural _xTesting. _95965 |
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| 650 | 0 |
_aFinite element method. _95966 |
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| 650 | 0 |
_aBuilding, Iron and steel _xJoints. _95967 |
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| 650 | 7 |
_aTECHNOLOGY & ENGINEERING _xCivil _xGeneral. _2bisacsh _94685 |
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| 650 | 7 |
_aBuilding, Iron and steel _xJoints. _2fast _0(OCoLC)fst00840929 _95967 |
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| 650 | 7 |
_aFinite element method. _2fast _0(OCoLC)fst00924897 _95966 |
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| 650 | 7 |
_aSteel, Structural _xTesting. _2fast _0(OCoLC)fst01132830 _95965 |
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| 655 | 4 |
_aElectronic books. _93294 |
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| 776 | 0 | 8 |
_iPrint version: _aRugarli, Paolo, 1963- _tSteel connection analysis. _dHoboken, NJ : John Wiley & Sons, 2018 _z9781119303466 _w(DLC) 2017053858 |
| 856 | 4 | 0 |
_uhttps://doi.org/10.1002/9781119303510 _zWiley Online Library |
| 942 | _cEBK | ||
| 994 |
_a92 _bDG1 |
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| 999 |
_c68571 _d68571 |
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