عنوان

Structural steel design to Eurocode 3 and AISC specifications /

شابک

111863120X

شابک

9781118631201

شابک اشتباه

1118631269

شابک اشتباه

1118631277

شابک اشتباه

9781118631263

شابک اشتباه

9781118631270

شابک اشتباه

9781118631287 (cloth)

شماره

dltt

عنوان اصلي

Structural steel design to Eurocode 3 and AISC specifications /

نام عام مواد

[Book]

نام نخستين پديدآور

Claudio Bernuzzi, Benedetto Cordova

تاريخ

1605

نام خاص و کميت اثر

1 online resource

متن يادداشت

Includes bibliographical references and index

متن يادداشت

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

بدون عنوان

0

عنوان

Structural steel design to Eurocode 3 and AISC specifications

شماره استاندارد بين المللي کتاب و موسيقي

9781118631287

موضوع مستند نشده

Building, Iron and steel-- Standards.

موضوع مستند نشده

Steel, Structural-- Standards.

شماره

ويراست

شماره رده

مستند نام اشخاص تاييد نشده

Bernuzzi, Claudio

مستند نام اشخاص تاييد نشده

Cordova, Benedetto

مستند نام تنالگان تاييد نشده

Ohio Library and Information Network.

تاريخ عمليات

20160310183519.0

قواعد فهرست نويسي ( بخش توصيفي )

rda

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y