Published by Butterworth-Heinemann (edition 1), 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
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Paperback. Condition: Good. 1. It's a preowned item in good condition and includes all the pages. It may have some general signs of wear and tear, such as markings, highlighting, slight damage to the cover, minimal wear to the binding, etc., but they will not affect the overall reading experience.
Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: Xpress Books, Hot Springs, AR, U.S.A.
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Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: Majestic Books, Hounslow, United Kingdom
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Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: Books Puddle, New York, NY, U.S.A.
Condition: New. pp. 468.
Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: Revaluation Books, Exeter, United Kingdom
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Add to basketPaperback. Condition: Brand New. 455 pages. 8.75x6.00x0.75 inches. In Stock.
Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: Biblios, Frankfurt am main, HESSE, Germany
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Published by Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
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Published by Elsevier Science Nov 2017, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
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Add to basketTaschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Divided into 12 chapters, Matrix Methods for Advanced Structural Analysis begins with anintroduction to the analysis of structures (fundamental concepts and basic steps of structuralanalysis, primary structural members and their modeling, brief historical overview of methodsof static analysis, programming principles, and suggestions for the rational use of computerprograms). This is followed by the principal steps of the Direct Stiffness Method including planetrusses, plane framed structures, space trusses, and space framed structures. The case ofplane or space framed structure, including possible rigid elements at their beam ends (rigidjoints) is discussed in detail. Other topics discussed in this reference include the procedure for analyzing beams with internalreleases (partial connection of beam elements) and elastic hinges, as well as the alternativehandling of internal releases by modifying the element stiffness matrix. Furthermore, theMethod of Substructures is demonstrated for the solution of large-scale models in terms of theassociated number of degrees of freedom. 468 pp. Englisch.
Published by Elsevier Science & Technology|Butterworth-Heinemann, 2017
ISBN 10: 0128117087 ISBN 13: 9780128117088
Language: English
Seller: moluna, Greven, Germany
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Add to basketCondition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Divided into 12 chapters, Matrix Methods for Advanced Structural Analysis begins with anintroduction to the analysis of structures (fundamental concepts and basic steps of structuralanalysis, primary structural members and their modeling, brief hi.
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Add to basketTaschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Divided into 12 chapters, Matrix Methods for Advanced Structural Analysis begins with anintroduction to the analysis of structures (fundamental concepts and basic steps of structuralanalysis, primary structural members and their modeling, brief historical overview of methodsof static analysis, programming principles, and suggestions for the rational use of computerprograms). This is followed by the principal steps of the Direct Stiffness Method including planetrusses, plane framed structures, space trusses, and space framed structures. The case ofplane or space framed structure, including possible rigid elements at their beam ends (rigidjoints) is discussed in detail. Other topics discussed in this reference include the procedure for analyzing beams with internalreleases (partial connection of beam elements) and elastic hinges, as well as the alternativehandling of internal releases by modifying the element stiffness matrix. Furthermore, theMethod of Substructures is demonstrated for the solution of large-scale models in terms of theassociated number of degrees of freedom.