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|a Fuchs, Maurice Bernard,
|e author.
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| 245 |
1 |
0 |
|a Structures and their analysis /
|c Maurice Bernard Fuchs.
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| 264 |
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1 |
|a Cham :
|b Springer,
|c 2016.
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| 300 |
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|a 1 online resource (xxv, 404 pages) :
|b illustrations (some color)
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|a Online resource; title from PDF title page (SpringerLink, viewed May 23, 2016).
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0 |
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|6 880-01
|a Preliminaries -- Structures -- Flexibility -- Stiffness -- Optimal Concerns.
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| 520 |
|
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|a Addressing structures, this book presents a classic discipline in a modern setting by combining illustrated examples with insights into the solutions. It is the fruit of the author's many years of teaching the subject and of just as many years of research into the design of optimal structures. Although intended for an advanced level of instruction it has an undergraduate course at its core. Further, the book was written with the advantage of having massive computer power in the background, an aspect which changes the entire approach to many engineering disciplines and in particular to structures. This paradigm shift has dislodged the force (flexibility) method from its former prominence and paved the way for the displacement (stiffness) method, despite the multitude of linear equations it spawns. In this book, however, both methods are taught: the force method offers a perfect vehicle for understanding structural behavior, bearing in mind that it is the displacement method which does the heavy number crunching. As a rule the book keeps things as simple as possible, conveying the basic ideas and refraining from lengthy calculations wherever possible. Further, it endeavors to unify the approach, showing that whatever applies to simple springs is equally valid for intricate frames. In addition to various design considerations, it also addresses several topics relating to optimal structures that will be of interest to students and teachers of structures.
|
| 650 |
|
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|a Structural analysis (Engineering)
|0 http://id.loc.gov/authorities/subjects/sh85129216
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1 |
4 |
|a Engineering.
|
| 650 |
2 |
4 |
|a Structural Mechanics.
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| 650 |
|
7 |
|a Mechanics of solids.
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|6 505-00/(S
|a 2.9.4 Kinked Bar2.9.5 Broken Line with End-Couples; 2.10 Summing Up; 3 Virtual Work; 3.1 What Is Virtual Work; 3.2 Virtual Work for Particles in a Plane; 3.3 Virtual Work for a Frame Element; 3.4 Equilibrium and Compatible Systems; 3.4.1 Equilibrium Systems; 3.4.2 Compatible Systems; 3.5 Point Loads; 3.6 Notes; 3.6.1 Cθ and (mκdx) Are Virtual Work Expressions; 3.7 Illustrated Examples; 3.7.1 An Example with Axial Forces; 3.7.2 Beam with Arc Shape Deformation; 3.8 Summing Up; 4 Deformations; 4.1 The Bernoulli Hypothesis of Plane Sections; 4.2 Study of Deformation
|
| 880 |
8 |
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|6 505-01/(S
|a 4.3 Geometric Interpretation of the Deformations4.3.1 Extensional Deformation Mode ε(x); 4.3.2 Shear Deformation Mode γ(x); 4.3.3 Bending Deformation Mode κ(x); 4.4 Zero Deformation---Rigid-Body Displacement; 4.5 In Vector Notation; 4.6 Summing Up; 5 Elasticity; 5.1 Elastic Materials; 5.2 Hooke's Law at Location y, z on the Cross-Section; 5.3 The Timoshenko Beam; 5.4 Euler--Bernoulli Beams; 5.4.1 Virtual Work for Euler--Bernoulli Deformations; 5.4.2 A Note on Curvature; 5.4.3 Rods and Beams; 5.5 Summing Up; 6 The Unit-Load Method; 6.1 The Equilibrium Configuration
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