Steel connection analysis / (Record no. 68571)

000 -LEADER
fixed length control field 05734cam a2200673 i 4500
001 - CONTROL NUMBER
control field on1019840639
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220711203251.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180108t20182018njua ob 001 0 eng
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781119303510
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1119303516
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781119303480
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1119303486
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781119303534
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1119303532
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
-- (hardcover)
029 1# - (OCLC)
OCLC library identifier AU@
System control number 000061386016
029 1# - (OCLC)
OCLC library identifier CHNEW
System control number 001003064
029 1# - (OCLC)
OCLC library identifier CHVBK
System control number 516426915
082 00 - CLASSIFICATION NUMBER
Call Number 624.1/821
100 1# - AUTHOR NAME
Author Rugarli, Paolo,
245 10 - TITLE STATEMENT
Title Steel connection analysis /
300 ## - PHYSICAL DESCRIPTION
Number of Pages 1 online resource
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Intro; 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# - FORMATTED CONTENTS NOTE
Remark 2 1.3.3 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# - FORMATTED CONTENTS NOTE
Remark 2 2.3.1 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# - FORMATTED CONTENTS NOTE
Remark 2 2.7.1 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# - FORMATTED CONTENTS NOTE
Remark 2 4.5.3 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.
520 ## - SUMMARY, ETC.
Summary, etc First 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 ## - SUMMARY, ETC.
Summary, etc Structural engineers, fabricators, software developing firms, university researchers, and advanced students of civil and structural engineering will all benefit from Steel Connection Analysis.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Testing.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Joints.
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Civil
-- General.
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Joints.
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Testing.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1002/9781119303510
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Hoboken, NJ :
-- John Wiley & Sons, Inc.,
-- 2018.
264 #4 -
-- ©2018
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
588 0# -
-- Online resource; title from digital title page (viewed on April 19, 2018).
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Steel, Structural
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Finite element method.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building, Iron and steel
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- TECHNOLOGY & ENGINEERING
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building, Iron and steel
-- (OCoLC)fst00840929
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Finite element method.
-- (OCoLC)fst00924897
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Steel, Structural
-- (OCoLC)fst01132830
994 ## -
-- 92
-- DG1

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