Design of Steel Structures : EC 3: Design of steel structures. Part 1-1: General rules and rules for buildings. Ed. by ECCS - European Convention for Constructional Steelwork （2010. 462 p. w. 295 figs.）

Simoes da Silva, Luis/ Simoes, Rui A. D./ Gerv

ERNST & SOHN（2010発売）

• 製本 Paperback:紙装版/ペーパーバック版
• 商品コード 9783433029732

Description

(Text)
This book introduces the fundamental design concept of Eurocode 3 for current steel structures in building construction, and their practical application.
Following a discussion of the basis of design, including the principles of reliability management and 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 theoretical basis and checking procedures are closely tied to the Eurocode requirements. 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 the use of practicing engineers. In order of this purpose, throughout the book, numerous worked examples are provided, concerning the analysis of steel structures and the design of elements under several types of actions. These examples will facilitate the acceptance of the code and provide for a smooth transition from earlier national codes to the Eurocode.
(Table of content)
From the contents:
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
(Author portrait)
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.