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    Original Essays | July 14, 2015

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    When I was in grad school, a teacher told our workshop that if a published novel is 300 pages, the writer had to generate 1,200 along the way. I... Continue »
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      Joshua Mohr 9781593766030

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This title in other editions

The Influence Line Approach to the Analysis of Rigid Frames

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The Influence Line Approach to the Analysis of Rigid Frames Cover

 

Synopses & Reviews

Publisher Comments:

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.

Synopsis:

This text 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 text 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.

Table of Contents

1. The Basic Influence Line Diagram. 2. The Single-Bay Rigid Frame. 3. Two-Bay Frames. 4. Slope Deflection Equations for Members of Variable Cross-Section. 5. Frames the Members of which are of Variable Cross-Section. 6. Two-bay Frames with Members of Variable Cross-Section.

Product Details

ISBN:
9781402075858
Author:
Buckley, Edward
Publisher:
Springer
Location:
Boston
Subject:
Engineering - Civil
Subject:
Engineering - Mechanical
Subject:
Structural design
Subject:
Structural frames
Subject:
Civil
Subject:
Mechanical
Subject:
Structural
Subject:
Civil engineering
Subject:
Structural Mechanics
Subject:
Civil Engineering-General
Copyright:
Edition Number:
1
Edition Description:
Book
Series Volume:
no. 1902
Publication Date:
20030930
Binding:
HARDCOVER
Language:
English
Illustrations:
Yes
Pages:
179
Dimensions:
235 x 155 mm 980 gr

Related Subjects

Engineering » Civil Engineering » General
Engineering » Engineering » General Engineering
Engineering » Engineering » Structural
Engineering » Mechanical Engineering » General
Science and Mathematics » Mathematics » Algebra » General

The Influence Line Approach to the Analysis of Rigid Frames New Hardcover
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Product details 179 pages Kluwer Academic Publishers - English 9781402075858 Reviews:
"Synopsis" by , This text 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 text 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.
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