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Add to basketCondition: Brand New. New.SoftCover International edition. Different ISBN and Cover image but contents are same as US edition. Expediting shipping for all USA and Europe orders excluding PO Box. Excellent Customer Service.
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Published by VDM Verlag 2009-07-14, 2009
ISBN 10: 363917187X ISBN 13: 9783639171877
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Published by Taylor & Francis Ltd, 2019
ISBN 10: 0367865270 ISBN 13: 9780367865276
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Published by CRC Press 2019-12-12, 2019
ISBN 10: 0367865270 ISBN 13: 9780367865276
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ISBN 10: 0367865270 ISBN 13: 9780367865276
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Published by VDM Verlag Dr. Müller, 2009
ISBN 10: 363917187X ISBN 13: 9783639171877
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Add to basketTaschenbuch. Condition: Neu. Steel and Steel-Concrete Composite Structures at Elevated Temperatures | Behaviour of Beams and Beam-to-Column Connections | Amin Heidarpour | Taschenbuch | Einband - flex.(Paperback) | Englisch | 2009 | VDM Verlag Dr. Müller | EAN 9783639171877 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu.
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Published by CRC Press 2002-05-02, 2002
ISBN 10: 0415244366 ISBN 13: 9780415244367
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Published by Taylor & Francis Ltd Mai 2002, 2002
ISBN 10: 0415244366 ISBN 13: 9780415244367
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Add to basketBuch. Condition: Neu. Neuware - Steel and Composite Structures: Behaviour and Design for Fire Safety describes the behaviour of steel and composite structures in fire, and shows how design methods are developed to quantify our understanding.
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Published by Taylor & Francis Ltd, 2019
ISBN 10: 0367865270 ISBN 13: 9780367865276
Language: English
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Published by VDM Verlag Dr. Müller, 2009
ISBN 10: 363917187X ISBN 13: 9783639171877
Language: English
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Add to basketTaschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The behaviour of structures at elevated temperatures is profoundly different from that at ambient state.Local buckling of beam flange outstands and localbuckling of beam web, which experiences a non-uniformtemperature variation, are important because themechanical properties of the steel are degradednon-uniformly from their ambient values. Developing aformulation representing the mechanics of thepotential failure zone in the column web in thecompression region of the connection due to the large compressive forces developed during fire,predicting the critical temperature in a connection that causes failure of the bolts, end plate andcolumn flange in the tension zone of the connection and elastic analysis of a panel zone in a rigid or semi-rigid joint in a steel frame, are presented in this book. In order to model the structural response of a composite beam restrained by cooler members a partial interaction analysis is developed.The generic techniques that are developed in this book provide a structural model for the response of beams and beam-to-column connections in fire and can be especially useful to professionals in Structural and Fire Engineering fields.