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Designers' guide to Eurocode 8 : design of bridges for earthquake resistance EN 1998-2 /

By: Kolias, Basil.
Contributor(s): Fardis, M. N. (Michael N.) | Pecker, Alain | Gulvanessian, Haig [series editor.] | Institution of Civil Engineers (ICE).
Series: Publisher: London : ICE Publishing, 2012Description: viii, 258 pages : illustrations ; 30 cm.Content type: text | still image Media type: unmediated Carrier type: volumeISBN: 9780727757357; 9780727757357:; 0727757350.Subject(s): Earthquake resistant design -- Standards | Bridges -- Earthquake effects -- Standards -- Europe | Bridges -- Design and construction | Bridges -- Design and construction -- Standards -- Europe | Earthquake resistant design -- Standards -- EuropeDDC classification: 624.1762
Contents:
Preface -- Introduction and scope -- Performance requirements and complinace criteria -- Seismic actions and geotechnical aspects -- Conceptual design of bridges for earthquake resistance -- Modelling and analysis of bridges for seismic design -- Verification and detailing of bridge components for earthquake resistance -- Bridges with seismic isolation -- Seismic design examples -- Index.
Summary: 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.
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Includes bibliographical references and index.

Preface -- Introduction and scope -- Performance requirements and complinace criteria -- Seismic actions and geotechnical aspects -- Conceptual design of bridges for earthquake resistance -- Modelling and analysis of bridges for seismic design -- Verification and detailing of bridge components for earthquake resistance -- Bridges with seismic isolation -- Seismic design examples -- Index.

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.

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