Liang Analysis and Design of Steel and Composite Structures

1. Auflage 2014
ISBN: 978-1-4822-6653-5
Verlag: Taylor & Francis
Format: PDF
Kopierschutz: Adobe DRM (»Systemvoraussetzungen)

E-Book, Englisch, 458 Seiten

Steel and composite steel–concrete structures are widely used in modern bridges, buildings, sport stadia, towers, and offshore structures. Analysis and Design of Steel and Composite Structures offers a comprehensive introduction to the analysis and design of both steel and composite structures. It describes the fundamental behaviour of steel and composite members and structures, as well as the current design criteria and procedures given in Australian standards AS/NZS 1170, AS 4100, AS 2327.1, Eurocode 4, and AISC-LRFD specifications.

Featuring numerous step-by-step examples that clearly illustrate the detailed analysis and design of steel and composite members and connections, this practical and easy-to-understand text:

- Covers plates, members, connections, beams, frames, slabs, columns, and beam-columns

- Considers bending, axial load, compression, tension, and design for strength and serviceability

- Incorporates the author’s latest research on composite members

Analysis and Design of Steel and Composite Structures is an essential course textbook on steel and composite structures for undergraduate and graduate students of structural and civil engineering, and an indispensable resource for practising structural and civil engineers and academic researchers. It provides a sound understanding of the behaviour of structural members and systems.

Zielgruppe

Undergraduate and graduate students of structural and civil engineering, as well as practising structural and civil engineers and academic researchers.

Autoren/Hrsg.

Liang, Qing Quan

Fachgebiete

• Technische Wissenschaften Bauingenieurwesen Konstruktiver Ingenieurbau, Baustatik

Inhaltsverzeichnis

Preface

Acknowledgements

Introduction

Steel and Composite Structures

Limit State Design Philosophy

Basic Concepts and Design Criteria

Strength Limit State

Stability Limit State

Serviceability Limit State

Structural Design Process

Material Properties

Structural Steel

Profiled Steel

Reinforcing Steel

Concrete

References

Design Actions

Introduction

Permanent Actions

Imposed Actions

Wind Actions

Determination of Wind Actions

Regional Wind Speeds

Site Exposure Multipliers

Aerodynamic Shape Factor

Dynamic Response Factor

Combinations of Actions

Combinations of Actions for Strength Limit State

Combinations of Actions for Stability Limit State

Combinations of Actions for Serviceability Limit State

References

Local Buckling of Thin Steel Plates

Introduction

Steel Plates Under Uniform Edge Compression

Elastic Local Buckling

Post-Local Buckling

Design of Slender Sections Accounting for Local Buckling

Steel Plates Under In-Plane Bending

Elastic Local Buckling

Ultimate Strength

Design of Beam Sections Accounting for Local Buckling

Steel Plates in Shear

Elastic Local Buckling

Ultimate Strength

Steel Plates in Bending and Shear

Elastic Local Buckling

Ultimate Strength

Steel Plates in Bearing

Elastic Local Buckling

Ultimate Strength

Steel Plates in Concrete-Filled Steel Tubular Columns

Elastic Local Buckling

Post-Local Buckling

Double Skin Composite Panels

Local Buckling of Plates Under Biaxial Compression

Post-Local Buckling of Plates Under Biaxial Compression

Local Buckling of Plates Under Biaxial Compression And Shear

Post-Local Buckling of Plates Under Biaxial Compression and Shear

References

Steel Members Under Bending

Introduction

Behaviour of Steel Members Under Bending

Properties of Thin-Walled Sections

Centroids

Second Moment of Area

Torsional and Warping Constants

Elastic Section Modulus

Section Moment Capacity

Member Moment Capacity

Restraints

Members with Full Lateral Restraint

Members without Full Lateral Restraint

Design Requirements for Members Under Bending

Shear Capacity of Webs

Yield Capacity of Webs in Shear

Shear Buckling Capacity of Webs

Webs in Combined Shear and Bending

Transverse Web Stiffeners

Longitudinal Web Stiffeners

Bearing Capacity of Webs

Yield Capacity of Webs in Bearing

Bearing Buckling Capacity of Webs

Webs in Combined Bearing and Bending

Load-Bearing Stiffeners

Design for Serviceability

References

Steel Members Under Axial Load and Bending

Introduction

Members Under Axial Compression

Behaviour of Members in Axial Compression

Section Capacity in Axial Compression

Elastic Buckling of Compression Members

Member Capacity in Axial Compression

Laced and Battened Compression Members

Members in Axial Tension

Behaviour of Members in Axial Tension

Capacity of Members in Axial Tension

Members Under Axial Load and Uniaxial Bending

Behaviour of Members Under Combined Actions

Section Moment Capacity Reduced by Axial Force

In-Plane Member Capacity

Out-of-Plane Member Capacity

Design of Portal Frame Rafters and Columns

Rafters

Portal Frame Columns

Members Under Axial Load and Biaxial Bending

Section Capacity Under Biaxial Bending

Member Capacity Under Biaxial Bending

References

Steel Connections

Introduction

Types of Connections

Minimum Design Actions

Bolted Connections

Types of Bolts

Bolts in Shear

Bolts in Tension

Bolts in Combined Shear and Tension

Ply in Bearing

Design of Bolt Groups

Welded Connections

Types of Welds

Butt Welds

Fillet Welds

Weld Groups

Bolted Moment End Plate Connections

Design Actions

Design of Bolts

Design of End Plate

Design of Beam-to-End-Plate Welds

Design of Column Stiffeners

Geometric Requirements

Pinned Column Base Plate Connections

Connections Under Compression and Shear

Connections Under Tension and Shear

References

Plastic Analysis of Steel Beams and Frames

Introduction

Simple Plastic Theory

Plastic Hinge

Full Plastic Moment

Effect of Axial Force

Effect of Shear Force

Plastic Analysis of Steel Beams

Plastic Collapse Mechanisms

Work Equation

Plastic Analysis Using the Mechanism Method

Plastic Analysis of Steel Frames

Fundamental Theorems

Method of Combined Mechanism

Plastic Design to AS 4100

Limitations on Plastic Design

Section Capacity Under Axial Load and Bending

Slenderness Limits

References

Composite Slabs

Introduction

Components of Composite Slabs

Behaviour of Composite Slabs

Shear Connection of Composite Slabs

Basic Concepts

Strength of Shear Connection

Degree of Shear Connection

Moment Capacity Based on Eurocode 4

Complete Shear Connection with Neutral Axis Above Sheeting

Complete Shear Connection with Neutral Axis Within Sheeting

Partial Shear Connection

Moment Capacity Based on Australian

Über Autor(innen)

Qing Quan Liang is an associate professor of structural engineering at Victoria University, Melbourne, Australia. He obtained his Ph.D from Victoria University of Technology, Melbourne, Australia, and ME from the University of Wollongong, New South Wales, Australia. He has published more than 84 technical books, book chapters, special issues, journal articles, and refereed conference papers, and is a member of the editorial board of Steel and Composite Structures: An International Journal. An ASCE member, he served on the ASCE Technical Committees on Optimal Structural Design and on Composite Construction and received the ASCE 2005 State-of-the-Art of Civil Engineering Award.