Structural Analysis 2
Statically Indeterminate Structures
1. Edition September 2018
398 Pages, Hardcover
Wiley & Sons Ltd
ISBN:
978-1-78630-339-4
John Wiley & Sons
Further versions
This book enables the student to master the methods of analysis of isostatic and hyperstatic structures. To show the performance of the methods of analysis of the hyperstatic structures, some beams, gantries and reticular structures are selected and subjected to a comparative study by the different methods of analysis of the hyperstatic structures. This procedure provides an insight into the methods of analysis of the structures.
Part I: General Introduction
Chapter I: Introduction to Structural Analysis
Chapter II: Actions on structures
Part II: Analysis of isostatic structures
Chapter III: External Analysis of Structures
Chapter IV: Analysis of reticle structures
Chapter V: Internal Analysis of Beams and Gantries
Chapter VI: Deformations of Elastic Beams: Geometric Methods
Chapter VII: Structural Deformations: Energy Methods
Chapter VIII: Cable Analysis
Chapter IX: Arc Analysis
Chapter X: Lines of influence of isostatic structures
Volume II: Chapter I: Introduction to the Analysis of Hyperstatic Structures
Chapter II: Method of the three moments
Chapter III: Force Method
Chapter IV: Method of rotation
Chapter V: Method of Distribution of Moments
Chapter I: Introduction to Structural Analysis
Chapter II: Actions on structures
Part II: Analysis of isostatic structures
Chapter III: External Analysis of Structures
Chapter IV: Analysis of reticle structures
Chapter V: Internal Analysis of Beams and Gantries
Chapter VI: Deformations of Elastic Beams: Geometric Methods
Chapter VII: Structural Deformations: Energy Methods
Chapter VIII: Cable Analysis
Chapter IX: Arc Analysis
Chapter X: Lines of influence of isostatic structures
Volume II: Chapter I: Introduction to the Analysis of Hyperstatic Structures
Chapter II: Method of the three moments
Chapter III: Force Method
Chapter IV: Method of rotation
Chapter V: Method of Distribution of Moments
Salah KHALFALLAH, National Polytechnic School of Constantine, Algeria.
