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This book introduces the fundamental design concepts of Eurocode 3 for steel structures in building construction, and their practical application. Following a discussion of the basis of design, above all the principles of the limit state approach, the material standards and their use are detailed. The fundamentals of structural analysis and modeling are presented, followed by the design criteria and approaches for various types of structural members. The following chapters expand on the principles and applications of elastic and plastic design, each exemplified by the step-by-step design…mehr
This book introduces the fundamental design concepts of Eurocode 3 for steel structures in building construction, and their practical application. Following a discussion of the basis of design, above all the principles of the limit state approach, the material standards and their use are detailed. The fundamentals of structural analysis and modeling are presented, followed by the design criteria and approaches for various types of structural members. The following chapters expand on the principles and applications of elastic and plastic design, each exemplified by the step-by-step design calculation of a braced steel-framed building and an industrial building, respectively. Besides providing the necessary theoretical concepts for a good understanding, this manual intends to be a supporting tool for practicing engineers. To that end, numerous worked examples are provided throughout the book, concerning the analysis of steel structures and the design of elements under several types of actions. These examples facilitate the application of Eurocode regulations in practice. The second edition contains more worked examples and extended explications on issues like torsion.
Luís Simões da Silva is Professor of Steel Construction at the Civil Engineering Dept. of the University of Coimbra/ Portugal, where he is responsible for the Steel and Mixed Building Technologies Research Centre. He is President of the Portuguese Steelwork Association (CMM) and member of the Executive Board and President of the Technical Management Board of the ECCS. He has authored over 300 scientific articles in this field. Rui A. D. Simões is Professor at the Civil Engineering Dept. of the University of Coimbra/ Portugal, where he got his BSc in 1990, his MSc in 1995 and his PhD in 2000. He is heavily involved in experimental research work and teaching of steel related courses in the BSc, MSc, PhD and continues education programs. Helena Gervásio is Visiting Professor at the Civil Engineering Department of the University of Coimbra/ Portugal. She is Technical Director of the GIPAC Lda., an engineering consultancy company specialized in structural engineering. She is member of the Technical Committee TC14-Sustainability of ECCS.
Inhaltsangabe
INTRODUCTION General Observations Codes of Practice and Normalization Basis of Design Ultimate limit states Serviceability limit states Durability Sustainability Materials Material specification Mechanical properties Toughness and through thickness properties Fatigue properties Corrosion resistance Geometric Characteristics and Tolerances STRUCTURAL ANALYSIS Structural Modelling, Worked Examples Global Analysis of Steel Structures, Worked Examples Classification of Cross Sections DESIGN OF MEMBERS Tension, Worked Examples Laterally Restrained Beams, Worked Examples Torsion, Worked Examples Compression, Worked Examples Laterally Unrestrained Beams, Worked Examples Beam-Columns, Worked Examples ELASTIC DESIGN OF STEEL STRUCTURES Simplified Methods of Analysis Amplified sway-moment method Sway-mode buckling length method Worked Example Member Stability of Non-prismatic Members and Components Non-prismatic members Members with intermediate restraints General method Worked Example Design Example 1: Elastic Design of Braced Steel-Framed Building PLASTIC DESIGN OF STEEL STRUCTURES 345 General Rules for Plastic Design Plastic limit analysis: method of mechanisms Code requirements for plastic analysis Methods of Analysis Approximate methods for pre-design Computational analysis 2nd order effects Worked Example Member Stability and Buckling Resistance General criteria for the verification of the stability of members with plastic hinges Bracings Verification of the stability of members with plastic hinges Worked Examples Design Example 2: Plastic Design of Industrial Building REFERENCES
INTRODUCTION General Observations Codes of Practice and Normalization Basis of Design Ultimate limit states Serviceability limit states Durability Sustainability Materials Material specification Mechanical properties Toughness and through thickness properties Fatigue properties Corrosion resistance Geometric Characteristics and Tolerances STRUCTURAL ANALYSIS Structural Modelling, Worked Examples Global Analysis of Steel Structures, Worked Examples Classification of Cross Sections DESIGN OF MEMBERS Tension, Worked Examples Laterally Restrained Beams, Worked Examples Torsion, Worked Examples Compression, Worked Examples Laterally Unrestrained Beams, Worked Examples Beam-Columns, Worked Examples ELASTIC DESIGN OF STEEL STRUCTURES Simplified Methods of Analysis Amplified sway-moment method Sway-mode buckling length method Worked Example Member Stability of Non-prismatic Members and Components Non-prismatic members Members with intermediate restraints General method Worked Example Design Example 1: Elastic Design of Braced Steel-Framed Building PLASTIC DESIGN OF STEEL STRUCTURES 345 General Rules for Plastic Design Plastic limit analysis: method of mechanisms Code requirements for plastic analysis Methods of Analysis Approximate methods for pre-design Computational analysis 2nd order effects Worked Example Member Stability and Buckling Resistance General criteria for the verification of the stability of members with plastic hinges Bracings Verification of the stability of members with plastic hinges Worked Examples Design Example 2: Plastic Design of Industrial Building REFERENCES
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