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This series of Designers Guides to the Eurocodes provides comprehensive guidance in the form of design aids, indications for the most convenient design procedures and worked examples. All of the individual guides work in conjunction with the Designers' Guide to EN1990 Eurocode: Basis of Structural Design.
Covers EN1998-1 (General Rules, seismic actions and rules for buildings) and EN1998-5 (Foundations, retaining structures, geotechnical aspects). This book is useful for Civil and Structural Engineers, Code-drafting committees, Clients, Structural Design students, and Public authorities.
Applies to the design of building and civil engineering structures in plain, reinforced and pre-stressed concrete. The code (for convenience referred to as EC2) is written in several parts: EN 1992 - 1 - 1; EN 1992 - 1 - 2; EN 1992 - 2; and EN 1992 - 3.
Part of the Designers Guides to the Eurocodes series, this title covers various aspects of seismic design - general rules, seismic actions and rules for buildings. It also includes background information to aid the designer in understanding the reasoning behind and the objectives of the code.
EN 1994-2 is one standard of the Eurocode suite & describes the principles & requirements for safety, serviceability & durability of composite steel & concrete bridges. This guide provides the user with guidance on the interpretation & use of EN 1994-2 through worked examples in relation to the general rules & the rules for bridges.
A guide to 4 documents, EN1991 Part 1.2, EN1992 Part 1.2, EN1993 Part 1.2 and EN1994 Part 1.2. It provides an introduction to the procedures required to achieve design solutions for a typical range of structural elements and assemblies. Worked examples are included to illustrate the use of the Eurocodes for specific design scenarios.
This guide focuses specifically on EN 1998-2 (Eurocode 8. Part 2 Bridges), the design standard for use in the seismic design of bridges in which horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; however it can also be applied to the seismic design of cable-stayed and arched bridges.
Annotation - Basis of design - Materials - Durability - Structural analysis - Ultimate limit states - Serviceability limit states - Detailing of reinforcement and prestressing tendons - Detailing for members and particular rules - Additional rules for precast concrete structures - Design for the execution stages.
Ordinary concrete is strong in compression but weak in tension. Even reinforced concrete, where steel bars are used to take up the tension that the concrete cannot resist, is prone to cracking and corrosion under low loads. Prestressed concrete is highly resistant to stress, and is used as a building material for bridges, tanks, shell roofs, floors