The Resource Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book)
Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book)
Resource Information
The item Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Liverpool.This item is available to borrow from 1 library branch.
Resource Information
The item Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Liverpool.
This item is available to borrow from 1 library branch.
 Summary
 The main aim of this book is to provide practical advice to designers of plated structures for correct and efficient application of EN 199315 design rules. In chapter 1 the purpose, the scope and the structure of the book is explained. In chapter 2 a rather detailed and commented overview of EN 199315 design rules is given following the structure of the standard. Shear lag effect as well as plate buckling problems due to direct stresses, shear forces, transverse forces and interactions of these effects are covered
 Language
 eng
 Extent
 xiv, 271 p.
 Contents

 Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and nonuniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
 2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Platelike and columnlike buckling; 2.4.3 Platelike buckling
 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Columnlike buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between platelike and columnlike buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 199315; 2.5.3 Design example
 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 199315; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example
 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cutouts in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples
 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable)
 Isbn
 9781621980087
 Label
 Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures
 Title
 Design of Plated Structures
 Title remainder
 Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures
 Statement of responsibility
 Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun
 Title variation
 Eurocode 3 : Design of steel structures : part 15Design of plated structures
 Language
 eng
 Summary
 The main aim of this book is to provide practical advice to designers of plated structures for correct and efficient application of EN 199315 design rules. In chapter 1 the purpose, the scope and the structure of the book is explained. In chapter 2 a rather detailed and commented overview of EN 199315 design rules is given following the structure of the standard. Shear lag effect as well as plate buckling problems due to direct stresses, shear forces, transverse forces and interactions of these effects are covered
 Cataloging source
 AUPeEL
 Dewey number
 624
 LC call number
 TA684
 Nature of contents
 dictionaries
 http://library.link/vocab/relatedWorkOrContributorName
 Beg, Darko
 http://library.link/vocab/subjectName

 Building, Iron and steel
 Steel, Structural
 Label
 Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book)
 Bibliography note
 Includes bibliographical references (p. 267271)
 Carrier category
 online resource
 Carrier category code

 cr
 Carrier MARC source
 rdacarrier
 Content category
 text
 Content type code

 txt
 Content type MARC source
 rdacontent
 Contents

 Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and nonuniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
 2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Platelike and columnlike buckling; 2.4.3 Platelike buckling
 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Columnlike buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between platelike and columnlike buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 199315; 2.5.3 Design example
 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 199315; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example
 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cutouts in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples
 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable)
 Control code
 PURCH EBC838192
 Dimensions
 24 cm.
 Dimensions
 unknown
 Extent
 xiv, 271 p.
 Form of item
 electronic
 Governing access note
 There is no limit to the number of simultaneous users but there is a limit of 325 uses (cumulative between all users) in each 12 month period, from the date of purchase. Library staff are alerted when the remaining number of uses is low and will decide whether to buy another copy.Printing is restricted to 20% of the total pages of the ebook, per patron. Copying and pasting is restricted to 5% of the total pages of the ebook, per person. However, printing and copy and paste permissions in excess of this may be granted by some publishers
 Isbn
 9781621980087
 Media category
 computer
 Media MARC source
 rdamedia
 Media type code

 c
 Other physical details
 ill.
 Specific material designation
 remote
 Label
 Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book)
 Bibliography note
 Includes bibliographical references (p. 267271)
 Carrier category
 online resource
 Carrier category code

 cr
 Carrier MARC source
 rdacarrier
 Content category
 text
 Content type code

 txt
 Content type MARC source
 rdacontent
 Contents

 Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and nonuniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
 2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Platelike and columnlike buckling; 2.4.3 Platelike buckling
 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Columnlike buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between platelike and columnlike buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 199315; 2.5.3 Design example
 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 199315; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example
 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cutouts in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples
 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable)
 Control code
 PURCH EBC838192
 Dimensions
 24 cm.
 Dimensions
 unknown
 Extent
 xiv, 271 p.
 Form of item
 electronic
 Governing access note
 There is no limit to the number of simultaneous users but there is a limit of 325 uses (cumulative between all users) in each 12 month period, from the date of purchase. Library staff are alerted when the remaining number of uses is low and will decide whether to buy another copy.Printing is restricted to 20% of the total pages of the ebook, per patron. Copying and pasting is restricted to 5% of the total pages of the ebook, per person. However, printing and copy and paste permissions in excess of this may be granted by some publishers
 Isbn
 9781621980087
 Media category
 computer
 Media MARC source
 rdamedia
 Media type code

 c
 Other physical details
 ill.
 Specific material designation
 remote
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<div class="citation" vocab="http://schema.org/"><i class="fa faexternallinksquare fafw"></i> Data from <span resource="http://link.liverpool.ac.uk/portal/DesignofPlatedStructuresEurocode3Design/TeY_mDZWT5g/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.liverpool.ac.uk/portal/DesignofPlatedStructuresEurocode3Design/TeY_mDZWT5g/">Design of Plated Structures : Eurocode 3: Design of Steel Structures, Part 15: Design of Plated Structures, Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun, (electronic book)</a></span>  <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.liverpool.ac.uk/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.liverpool.ac.uk/">University of Liverpool</a></span></span></span></span></div>