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Author: Edward Buckley
Publisher: The Rosen Publishing Group
ISBN: 9781402075858
Category : Science
Languages : en
Pages : 184
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Book Description
The Influence Line Approach to the Analysis of Rigid Frames offers a simple method of analysis of indeterminate structures. It is original and independent of other methods. The author derived these equations by applying an algebraic rather than an arithmetical method of distribution of fixed-end moments. His method is fully explained and illustrated by worked examples. The equations listed in the Tables in The Influence Line Approach to the Analysis of Rigid Frames offer a simple approach to the analysis of rigid frames, including building frames, rendering them statically determinate for any system of loading, static or moving and including the self weight of a structure. Particularly useful aspects to the reader are: -The equations are of an elementary nature consisting only of distribution factors and the co-efficient of a span length and to which values from zero to unity are given. -The equations can be used to analyze frames the members of which can be either of constant or variable cross-section, and in both cases distributions of fixed-end moments are not required. -In addition, the evaluation of fixed-end moments is not required when the frame consists of members of constant cross-section. -The equations are independent of other methods of analysis requiring neither the use of model analysis nor the application of linear equations. -The equations offer a good indication of structural behavior. -The Tables lend themselves to expansion catering for different degrees of end fixation. The Influence Line Approach to the Analysis of Rigid Frames can be taught not only to university undergraduate students, but also to those pursuing middle-level courses in Civil Engineering, Structural Engineering and Building. In addition, practicing assistant structural designers will find it a useful reference work.
Author: Edward Buckley
Publisher: The Rosen Publishing Group
ISBN: 9781402075858
Category : Science
Languages : en
Pages : 184
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Book Description
The Influence Line Approach to the Analysis of Rigid Frames offers a simple method of analysis of indeterminate structures. It is original and independent of other methods. The author derived these equations by applying an algebraic rather than an arithmetical method of distribution of fixed-end moments. His method is fully explained and illustrated by worked examples. The equations listed in the Tables in The Influence Line Approach to the Analysis of Rigid Frames offer a simple approach to the analysis of rigid frames, including building frames, rendering them statically determinate for any system of loading, static or moving and including the self weight of a structure. Particularly useful aspects to the reader are: -The equations are of an elementary nature consisting only of distribution factors and the co-efficient of a span length and to which values from zero to unity are given. -The equations can be used to analyze frames the members of which can be either of constant or variable cross-section, and in both cases distributions of fixed-end moments are not required. -In addition, the evaluation of fixed-end moments is not required when the frame consists of members of constant cross-section. -The equations are independent of other methods of analysis requiring neither the use of model analysis nor the application of linear equations. -The equations offer a good indication of structural behavior. -The Tables lend themselves to expansion catering for different degrees of end fixation. The Influence Line Approach to the Analysis of Rigid Frames can be taught not only to university undergraduate students, but also to those pursuing middle-level courses in Civil Engineering, Structural Engineering and Building. In addition, practicing assistant structural designers will find it a useful reference work.
Author: Edward Buckley
Publisher: Springer
ISBN: 9781461505136
Category : Technology & Engineering
Languages : en
Pages : 0
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Book Description
When graduates leave college to enter the design office they will have at their disposal computer programs to suit particular projects. Nevertheless, they should have a basic understanding of how a structure should be loaded to achieve maximum design criteria otherwise their understanding and use of programs will be limited. Codes of practice classify loadings depending on the type and proposed use of a structure and offer guides as to how loads should be positioned. Influence line diagrams are, however, the best indicators for placing loads on a structure especially a continuous structure irrespective ofwhether the loads are moving, as in the case of bridges, or static. They also show clearly the effects of the self weight ofthe structure in the design process. It is important that the more general applications of influence line diagrams be recognised rather than restricting their use to moving loads only. They also define the parameters within which many codes have been drafted.
Author: Igor A. Karnovsky
Publisher: Springer Nature
ISBN: 3030443949
Category : Technology & Engineering
Languages : en
Pages : 824
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Book Description
This revised and significantly expanded edition contains a rigorous examination of key concepts, new chapters and discussions within existing chapters, and added reference materials in the appendix, while retaining its classroom-tested approach to helping readers navigate through the deep ideas, vast collection of the fundamental methods of structural analysis. The authors show how to undertake the numerous analytical methods used in structural analysis by focusing on the principal concepts, detailed procedures and results, as well as taking into account the advantages and disadvantages of each method and sphere of their effective application. The end result is a guide to mastering the many intricacies of the range of methods of structural analysis. The book differentiates itself by focusing on extended analysis of beams, plane and spatial trusses, frames, arches, cables and combined structures; extensive application of influence lines for analysis of structures; simple and effective procedures for computation of deflections; introduction to plastic analysis, stability, and free and forced vibration analysis, as well as some special topics. Ten years ago, Professor Igor A. Karnovsky and Olga Lebed crafted a must-read book. Now fully updated, expanded, and titled Advanced Methods of Structural Analysis (Strength, Stability, Vibration), the book is ideal for instructors, civil and structural engineers, as well as researches and graduate and post graduate students with an interest in perfecting structural analysis.
Author: George J. Mischler
Publisher:
ISBN:
Category :
Languages : en
Pages : 66
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Book Description
Author: Leonard Thomas Evans
Publisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 188
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Book Description
Author: William M.C. McKenzie
Publisher: CRC Press
ISBN: 1466595264
Category : Technology & Engineering
Languages : en
Pages : 837
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Book Description
This second edition of Examples in Structural Analysis uses a step-by-step approach and provides an extensive collection of fully worked and graded examples for a wide variety of structural analysis problems. It presents detailed information on the methods of solutions to problems and the results obtained. Also given within the text is a summary of each of the principal analysis techniques inherent in the design process and where appropriate, an explanation of the mathematical models used. The text emphasises that software should only be used if designers have the appropriate knowledge and understanding of the mathematical modelling, assumptions and limitations inherent in the programs they use. It establishes the use of hand-methods for obtaining approximate solutions during preliminary design and an independent check on the answers obtained from computer analyses. What’s New in the Second Edition: New chapters cover the development and use of influence lines for determinate and indeterminate beams, as well as the use of approximate analyses for indeterminate pin-jointed and rigid-jointed plane-frames. This edition includes a rewrite of the chapter on buckling instability, expands on beams and on the use of the unit load method applied to singly redundant frames. The x-y-z co-ordinate system and symbols have been modified to reflect the conventions adopted in the structural Eurocodes. William M. C. McKenzie is also the author of six design textbooks relating to the British Standards and the Eurocodes for structural design and one structural analysis textbook. As a member of the Institute of Physics, he is both a chartered engineer and a chartered physicist and has been involved in consultancy, research and teaching for more than 35 years.
Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 926
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Author: American Society of Civil Engineers. Structural Division
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 1042
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Author:
Publisher:
ISBN:
Category : Mechanics, Applied
Languages : en
Pages : 620
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Author: Northwestern University (Evanston, Ill.)
Publisher:
ISBN:
Category :
Languages : en
Pages : 116
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Book Description
