Klienditugi: 7440010 (E-R 10-18)

Behaviour and Design of Steel Structures to EC3 4th edition [Kõva köide]

David Nethercot (Imperial College London, UK), M.A. Bradford (University of New South Wales, Australia), N.S. Trahair (University of Sydney, Australia), Leroy Gardner

Formaat: Hardback, 512 pages, kõrgus x laius: 234x156 mm, kaal: 1110 g, 266 Line drawings, black and white; 2 Halftones, black and white
Ilmumisaeg: 06-Dec-2007
Kirjastus: CRC Press
ISBN-10: 0415418658
ISBN-13: 9780415418652

Teised raamatud teemal:

Structural engineering

Kõva köide
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Formaat: Hardback, 512 pages, kõrgus x laius: 234x156 mm, kaal: 1110 g, 266 Line drawings, black and white; 2 Halftones, black and white
Ilmumisaeg: 06-Dec-2007
Kirjastus: CRC Press
ISBN-10: 0415418658
ISBN-13: 9780415418652

Teised raamatud teemal:

Structural engineering

Püsilink: https://www.kriso.ee/db/9780415418652.html

Märksõnad:

Building, Iron and steel

The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components.

Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process.

The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.

Arvustused

'Comprehensive in tackling subjects the students find difficult' - Dr Walid Tizani, University of Nottingham 'With its clear structure presentation of theory, consistency with practice, and numerical examples this book is suitable for both teaching and professional use.' Bouwen met Staal

Preface

Units and conversion factors

Glossary of terms

Notations

Introduction

(32)

Steel structures

(2)

Design

(5)

Material behaviour

(6)

Member and structure behaviour

(3)

Loads

(4)

Analysis of steel structures

(3)

Design of steel structures

(9)

References

(3)

Tension members

(17)

Introduction

(1)

Concentrically loaded tension members

(4)

Eccentrically and locally connected tension members

(2)

Bending of tension members

(1)

Stress concentrations

(2)

Design of tension members

(3)

Worked examples

(3)

Unworked examples

(2)

References

(1)

Compression members

(50)

Introduction

(1)

Elastic compression members

(4)

Inelastic compression members

(6)

Real compression members

(1)

Design of compression members

(3)

Restrained compression members

(9)

Other compression members

(4)

Appendix -- elastic compression members

(3)

Appendix -- inelastic compression members

(2)

Appendix -- effective lengths of compression members

(5)

Appendix -- torsional buckling

(1)

Worked examples

(7)

Unworked examples

(4)

References

(2)

Local buckling of thin-plate elements

100

(54)

Introduction

100

(2)

Plate elements in compression

102

(11)

Plate elements in shear

113

(5)

Plate elements in bending

118

(3)

Plate elements in bending and shear

121

(3)

Plate elements in bearing

124

(2)

Design against local buckling

126

(13)

Appendix -- elastic buckling of plate elements in compression

139

(2)

Worked examples

141

(10)

Unworked examples

151

(3)

References

152

(2)

In-plane bending of beams

154

(73)

Introduction

154

(2)

Elastic analysis of beams

156

(1)

Bending stresses in elastic beams

157

(6)

Shear stresses in elastic beams

163

(12)

Plastic analysis of beams

175

(8)

Strength design of beams

183

(6)

Serviceability design of beams

189

(1)

Appendix -- bending stresses in elastic beams

190

(1)

Appendix -- thin-walled section properties

191

(4)

Appendix -- shear stresses in elastic beams

195

(2)

Appendix -- plastic analysis of beams

197

(8)

Worked examples

205

(19)

Unworked examples

224

(3)

References

225

(2)

Lateral buckling of beams

227

(68)

Introduction

227

(1)

Elastic beams

228

(9)

Inelastic beams

237

(2)

Real beams

239

(1)

Design against lateral buckling

240

(5)

Restrained beams

245

(8)

Cantilevers and overhanging beams

253

(3)

Braced and continuous beams

256

(5)

Rigid frames

261

(2)

Monosymmetric beams

263

(3)

Non-uniform beams

266

(2)

Appendix -- elastic beams

268

(5)

Appendix -- effective lengths of beams

273

(1)

Appendix -- monosymmetric beams

274

(1)

Worked examples

275

(15)

Unworked examples

290

(5)

References

291

(4)

Beam-columns

295

(52)

Introduction

295

(1)

In-plane behaviour of isolated beam-columns

296

(15)

Flexural-torsional buckling of isolated beam-columns

311

(8)

Biaxial bending of isolated beam-columns

319

(4)

Appendix -- in-plane behaviour of elastic beam-columns

323

(3)

Appendix -- flexural-torsional buckling of elastic beam-columns

326

(3)

Worked examples

329

(14)

Unworked examples

343

(4)

References

345

(2)

Frames

347

(45)

Introduction

347

(1)

Triangulated frames

348

(2)

Two-dimensional flexural frames

350

(22)

Three-dimensional flexural frames

372

(1)

Worked examples

373

(13)

Unworked examples

386

(6)

References

388

(4)

Joints

392

(41)

Introduction

392

(1)

Joint components

392

(4)

Arrangement of joints

396

(2)

Behaviour of joints

398

(8)

Common joints

406

(4)

Design of bolts

410

(4)

Design of bolted plates

414

(3)

Design of welds

417

(3)

Appendix -- elastic analysis of joints

420

(3)

Worked examples

423

(8)

Unworked examples

431

(2)

References

432

(1)

Torsion members

433

(54)

Introduction

433

(3)

Uniform torsion

436

(13)

Non-uniform torsion

449

(12)

Torsion design

461

(5)

Torsion and bending

466

(3)

Distortion

469

(2)

Appendix -- uniform torsion

471

(2)

Appendix -- non-uniform torsion

473

(5)

Worked examples

478

(6)

Unworked examples

484

(3)

References

485

(2)

Index

487

Nick Trahair is Emeritus Professor of Civil Engineering at the University of Sydney

Mark Bradford is Professor of Civil Engineering and Scientia Professor of the University of New South Wales

David A Nethercot is Professor of Civil Engineering and Head of Department of Civil and Environmental Engineering at Imperial College London

Leroy Gardner is a Senior Lecturer in Structural Engineering in the Department of Civil and Environmental Engineering at Imperial College London

Behaviour and Design of Steel Structures to EC3 4th edition [Kõva köide]

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