Notice bibliographique
- Notice
Type(s) de contenu et mode(s) de consultation : Texte noté : électronique
Auteur(s) : Iwinski, T
Titre(s) : Theory of Beams [Texte électronique] : the Application of the Laplace Transformation Method to Engineering Problems
Édition : 2nd ed.
Publication : Burlington : Elsevier Science, 1967
Description matérielle : 1 online resource (287 pages)
Note(s) : Theory of Beams. - Print version record.
Theory of Beams: The Application of the Laplace Transformation Method to Engineering
Problems, Second Enlarged Edition emphasizes the method used than the broad coverage
of all the significant cases that may be met in engineering practice. The content
of this edition is mostly the topics presented in the first edition, but are roughly
doubled
Autre(s) auteur(s) : Neal, B. G.. Fonction indéterminée
Sujet(s) : Poutres
Transformation de Laplace
Indice(s) Dewey :
624.177 2 (23e éd.) = Technique de la construction et construction souterraine - Poutres, solives, cylindres,
colonnes, dalles
Identifiants, prix et caractéristiques : ISBN 9780080120614
Identifiant de la notice : ark:/12148/cb446250282
Notice n° :
FRBNF44625028
(notice reprise d'un réservoir extérieur)
Table des matières : Cover image; Title page; Table of Contents; Copyright; PREFACE TO THE SECOND EDITION;
PREFACE TO THE FIRST EDITION; Chapter 1: INTRODUCTORY INFORMATION; Publisher Summary;
1 General Introduction; 2 Step functions and multi-step functions; 3 Some remarks
on the Laplace transformation method Chapter 2: THEORY OF BEAMS; Publisher Summary;
1 Assumptions. Differential equation of the elastic curve. Load function; 2 The elastic
curve of single-span beams; 3 Determination of static quantities for a single-span
beam; 4 Beams on three supports; 5 The elastic curve of continuous beams.
6 Theorem of three moments7 Single-span beams on elastic supports; 8 Continuous beams
on elastic supports; 9 The theorem of five moments; Chapter 3: THEORY OF BEAMS WITH
VARIABLE FLEXURAL RIGIDITY; Publisher Summary; 1 Derivation of the differential equation
of the deflection curve Shape function. Examples; 2 Deflection curve for single-span
beams; Chapter 4: PROBLEMS WITH MORE COMPLEX LOADING; Publisher Summary; 1 The transform
of the load function; 2 Beams with transverse and axial loading; 3 Beams on elastic
foundations (Winkler's type): general solution.
4 Free beam on an elastic foundation5 Simple beam with terminal forces and couples
resting on an elastic foundation; 6 Beams on non-homogeneous elastic foundations whose
elasticity varies in a stepwise manner; 7 On the non-continuous solutions in the theory
of structures; Chapter 5: TABLES OF TRANSFORMS; REFERENCES; INDEX.