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Fundamentals of Structural Mechanics, Dynamics, and Stability PDF

627 Pages·2020·26.971 MB·English
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Fundamentals of Structural Mechanics, Dynamics, and Stability Fundamentals of Structural Mechanics, Dynamics, and Stability A.I. Rusakov First edition published [2021] by CRC Press 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742 and by CRC Press 2 Park Square, Milton Park, Abingdon, Oxon, OX14 4RN © 2021 Taylor & Francis Group, LLC CRC Press is an imprint of Taylor & Francis Group, LLC Reasonable efforts have been made to publish reliable data and information, but the author and publisher cannot assume responsibility for the validity of all materials or the consequences of their use. The authors and publishers have attempted to trace the copyright holders of all material reproduced in this publication and apologize to copyright holders if permission to publish in this form has not been obtained. If any copyright material has not been acknowledged, please write and let us know so we may rectify in any future reprint. Except as permitted under U.S. Copyright Law, no part of this book may be reprinted, reproduced, transmitted, or utilized in any form by any electronic, mechanical, or other means, now known or hereafter invented, including photocopying, microfilming, and recording, or in any information storage or retrieval system, without written permission from the publishers. For permission to photocopy or use material electronically from this work, access www.copyright.com or contact the Copyright Clearance Center, Inc. (CCC), 222 Rosewood Drive, Danvers, MA 01923, 978-750-8400. For works that are not available on CCC please contact [email protected] Trademark notice: Product or corporate names may be trademarks or registered trademarks, and are used only for identification and explanation without intent to infringe. Library of Congress Cataloging-in-Publication Data Names: Rusakov, A. I. (Alexander Ivanovich), 1955- author. Title: Fundamentals of structural mechanics, dynamics, and stability / A.I. Rusakov. Description: First edition. | Boca Raton : CRC Press, 2021. | Includes index. Identifiers: LCCN 2020026403 (print) | LCCN 2020026404 (ebook) | ISBN 9781498770422 (hardback) | ISBN 9780429155291 (ebook) Subjects: LCSH: Structural analysis (Engineering)—Textbooks. | Structural dynamics—Textbooks. | Structural stability—Textbooks. Classification: LCC TA645 .R87 2021 (print) | LCC TA645 (ebook) | DDC 624.1/7—dc23 LC record available at https://lccn.loc.gov/2020026403 LC ebook record available at https://lccn.loc.gov/2020026404 ISBN: 978-1-4987-7042-2 (hbk) ISBN: 978-0-429-15529-1 (ebk) Typeset in Times by Deanta Global Publishing Services, Chennai, India Contents About the Author Introduction SECTION I Basic Concepts Chapter 1 Kinematic Analysis Basics in Structural Mechanics 1.1 Basic Terms: Geometrical Stability and Instability of Systems; Discs, Constraints, Degrees of Freedom 1.2 Number of Constraints as Criterion of System Stability and Determinacy Supplement to Chapter Kinematic Analysis of Plane Systems by Examples SECTION II Influence Lines Chapter 2 Movable Loads on a Beam 2.1 Classification of Bar Systems 2.2 Influence Lines and Particular Case of Beams; Properties of Influence Lines 2.3 Analysis of the Stress-Strain State of Girders by Using a Beam with Indirect Load Application Supplement to Chapter Reduction of Loads from Vehicle on Bridge to Plane System of Forces Chapter 3 Theoretical Basics of Calculations via Influence Lines 3.1 Determination of Design Position of Live Load Series for Given Influence Line 3.2 Bridge Design Live Loads Specified by Design Regulations 3.2.1 Highway Bridges 3.2.2 Railroad Bridges SECTION III Three-Hinged Arches Chapter 4 Arches: General Info and Diagrams of Internal Forces 4.1 Concept of Arches and Calculation of Support Reactions for Three-Hinged Arches 4.2 Analytical Calculation of Internal Forces and the Rational Axis of A THREE-HINGED ARCH Chapter 5 Three-Hinged Arches under Live Static Load 5.1 Analytical Technique of Influence Line Construction and Nil Point Method 5.2 Kern Moments and Normal Stresses SECTION IV Hinged Beams Chapter 6 Hinged Beams 6.1 Concept of a Hinged Beam and Its Kinematic Analysis; Interaction Scheme 6.2 Static Method of Influence Line Construction 6.3 Kinematic Method of Influence Line Construction SECTION V Statically Determinate Trusses Chapter 7 Preliminaries on Trusses Introduction from Linear Algebra 7.1 Classification of Trusses 7.2 Stability and Determinacy of Trusses 7.3 Conversion of a Load Exerted upon a Member of a Statically Determinate Truss to Its Joints Chapter 8 Internal Forces in Statically Determinate Trusses 8.1 Method of Moment Point 8.2 Method of Projections and Method of Joints; Zero-Force Members 8.3 Method of Substitute Members 8.4 Method of Load Conversion for Analysis of Trusses with Secondary Truss Members Chapter 9 Influence Lines for Internal Forces and Support Reactions in Trusses 9.1 Construction of Influence Lines for Internal Forces in Truss Girders Using the Static Method 9.2 Method of Substitute Members for Construction of Influence Lines and Utilization of the Kinematic Method Chapter 10 Space Statically Determinate Trusses 10.1 Space Connections and Geometrical Stability 10.2 Equations of Statics in Space 10.3 Methods of Determination of Internal Forces in Space Trusses Supplement to Chapter Representation of a Complete Set of Statics Equations for a Rigid Body in the Form of Equations of Axial Moment Equilibrium SECTION VI Energy Methods in Deflection Analysis Chapter 11 Foundations of Energy Approach in Displacement Analysis of Elastic Systems 11.1 Properties of Elastic Systems; Strain Energy of Bar Systems 11.2 Generalized Force and Displacement; Theorems of Reciprocal Works and Reciprocal Displacements 11.3 Reciprocal Work Calculation and Mohr Integral Supplements to Chapter Strain Energy of Elastic Systems Castigliano’s Second Theorem Chapter 12 Reactions of Constraints in Elastic Systems 12.1 Representation of Internal Forces by Reactions of Constraints and Displacement in the Direction of the Removed Constraint 12.2 Rayleigh First Theorem and Calculation of Reactions Due to Displacements in Constraints

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