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" Structural steel design to Eurocode 3 and AISC specifications / "
Claudio Bernuzzi, Benedetto Cordova
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BL
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| Record Number
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640874
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dltt
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| Main Entry
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Bernuzzi, Claudio
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| Title & Author
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Structural steel design to Eurocode 3 and AISC specifications /\ Claudio Bernuzzi, Benedetto Cordova
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1 online resource
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| ISBN
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9781118631201
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: 111863120X
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9781118631263
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1118631269
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9781118631270
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1118631277
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9781118631287 (cloth)
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| Bibliographies/Indexes
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Includes bibliographical references and index
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| Contents
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The Steel Material -- General Points about the Steel Material -- Materials in Accordance with European Provisions -- Materials in Accordance with United States Provisions -- Production Processes -- Thermal Treatments -- Brief Historical Note -- The Products -- Imperfections -- Mechanical Imperfections -- Geometric Imperfections -- Mechanical Tests for the Characterization of the Material -- Tensile Testing -- Stub Column Test -- Toughness Test -- Bending Test -- Hardness Test -- References for the Design of Steel Structures -- Introduction -- European Provisions for Steel Design -- United States Provisions for Steel Design -- Brief Introduction to Random Variables -- Measure of the Structural Reliability and Design Approaches -- Design Approaches in Accordance with Current Standard Provisions -- European Approach for Steel Design -- United States Approach for Steel Design -- Framed Systems, and Methods of Analysis -- Introduction -- Classification Based on Structural Typology -- Classification Based on Lateral Deformability -- European Procedure -- AISC Procedure -- Classification Based on Beam-to-Column Joint Performance -- Classification According to the European Approach -- Classification According to the United States Approach -- Joint Modelling -- Geometric Imperfections -- The European Approach -- The United States Approach -- The Methods of Analysis -- Plasticity and Instability -- Elastic Analysis with Bending Moment Redistribution -- Methods of Analysis Considering Mechanical Non-Linearity -- Simplified Analysis Approaches -- Simple Frames -- Bracing System Imperfections in Accordance with EU Provisions -- System Imperfections in Accordance with AISC Provisions -- Examples of Braced Frames -- Worked Examples -- Cross-Section Classification -- Introduction -- Classification in Accordance with European Standards -- Classification for Compression or Bending Moment -- Classification for Compression and Bending Moment -- Effective Geometrical Properties for Class 4 Sections -- Classification in Accordance with US Standards -- Worked Examples -- Tension Members -- Introduction -- Design According to the European Approach -- Design According to the US Approach -- Worked Examples -- Members in Compression -- Introduction -- Strength Design -- Design According to the European Approach -- Design According to the US Approach -- Stability Design -- Effect of Shear on the Critical Load -- Design According to the European Approach -- Design According to the US Approach -- Effective Length of Members in Frames -- Design According to the EU Approach -- Design According to the US Approach -- Worked Examples -- Beams -- Introduction -- Beam Deformability -- Dynamic Effects -- Resistance -- Stability -- European Design Approach -- Serviceability Limit States -- Resistance Verifications -- Buckling Resistance of Uniform Members in Bending -- Design According to the US Approach -- Serviceability Limit States -- Shear Strength Verification -- Flexural Strength Verification -- Design Rules for Beams -- Worked Examples -- Torsion -- Introduction -- Basic Concepts of Torsion -- I- and H-Shaped Profiles with Two Axes of Symmetry -- Mono-symmetrical Channel Cross-Sections -- Warping Constant for Most Common Cross-Sections -- Member Response to Mixed Torsion -- Design in Accordance with the European Procedure -- Design in Accordance with the AISC Procedure -- Round and Rectangular HSS -- Non-HSS Members (Open Sections Such as W, T, Channels, etc.) -- Members Subjected to Flexure and Axial Force -- Introduction -- Design According to the European Approach -- The Resistance Checks -- The Stability Checks -- The General Method -- Design According to the US Approach -- Worked Examples -- Design for Combination of Compression, Flexure, Shear and Torsion -- Introduction -- Design in Accordance with the European Approach -- Design in Accordance with the US Approach -- Round and Rectangular HSS -- Non-HSS Members (Open Sections Such as W, T, Channels, etc.) -- Web Resistance to Transverse Forces -- Introduction -- Design Procedure in Accordance with European Standards -- Design Procedure in Accordance with US Standards -- Design Approaches for Frame Analysis -- Introduction -- The European Approach -- The EC3-1 Approach -- The EC3-2a Approach -- The EC3-2b Approach -- The EC3-3 Approach -- AISC Approach -- The Direct Analysis Method (DAM) -- The Effective Length Method (ELM) -- The First Order Analysis Method (FOM) -- Method for Approximate Second Order Analysis -- Comparison between the EC3 and AISC Analysis Approaches -- Worked Example -- The Mechanical Fasteners -- Introduction -- Resistance of the Bolted Connections -- Connections in Shear -- Connections in Tension -- Connection in Shear and Tension -- Design in Accordance with European Practice -- European Practice for Fastener Assemblages -- EU Structural Verifications -- Bolted Connection Design in Accordance with the US Approach -- US Practice for Fastener Assemblage -- US Structural Verifications -- Connections with Rivets -- Design in Accordance with EU Practice -- Design in Accordance with US Practice -- Worked Examples -- Welded Connections -- Generalities on Welded Connections -- European Specifications -- US Specifications -- Classification of Welded Joints -- Defects and Potential Problems in Welds -- Stresses in Welded Joints -- Tension -- Shear and Flexure -- Shear and Torsion -- Design of Welded Joints -- Design According to the European Approach -- Design According to the US Practice -- Joints with Mixed Typologies -- Worked Examples -- Connections -- Introduction -- Articulated Connections -- Pinned Connections -- Articulated Bearing Connections -- Splices -- Beam Splices -- Column Splices -- End Joints -- Beam-to-Column Connections -- Beam-to-Beam Connections -- Bracing Connections -- Column Bases -- Beam-to-Concrete Wall Connection -- Joint Modelling -- Simple Connections -- Rigid Joints -- Semi-Rigid Joints -- Joint Standardization -- Built-Up Compression Members -- Introduction -- Behaviour of Compound Struts -- Laced Compound Struts -- Battened Compound Struts -- Design in Accordance with the European Approach -- Laced Compression Members -- Battened Compression Members -- Closely Spaced Built-Up Members -- Design in Accordance with the US Approach -- Worked Examples
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| Subject
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Steel, Structural-- Standards.
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Building, Iron and steel-- Standards.
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| Dewey Classification
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624.1/82102184
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| LC Classification
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TA685
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| Added Entry
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Cordova, Benedetto
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Ohio Library and Information Network.
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