
Innovative Shear Design
Hrista Stamenkovic(Author)
CRC Press
1st Edition
Published on 12. December 2019
Book
Paperback/Softback
256 pages
978-0-367-86362-3 (ISBN)
Description
Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures. The first part of the book describes the internal forces imposed on any flexurally bent member, and goes on to describe how these can interact with external loading forces to cause failure. The author then details the new design approach, and explains how its implementation can prevent cracking and failure for a given load. The book contains numerous practical examples describing optimum design techniques for all types of structure.
Innovative Shear Design is an essential reference for structural designers, architects, academics, and researchers. It will also be a key reference text for students of structural design.
Innovative Shear Design is an essential reference for structural designers, architects, academics, and researchers. It will also be a key reference text for students of structural design.
More details
Series
Language
English
Place of publication
London
United Kingdom
Publishing group
Taylor & Francis Ltd
Target group
College/higher education
Professional and scholarly
Postgraduate, Professional, and Undergraduate
Dimensions
Height: 234 mm
Width: 156 mm
Thickness: 14 mm
Weight
395 gr
ISBN-13
978-0-367-86362-3 (9780367863623)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions

Hrista Stamenkovic
Innovative Shear Design
Book
02/2002
1st Edition
CRC Press
€333.10
Shipment within 15-20 days


Person
Hrista Stamenkovic
Content
Foreword. Preface. Chapter 1. Introduction. Chapter 2. Mechanism of Diagonal Failure of a Reinforced Concrete Beam. Chapter 3. Practical Application of the Author's Theory. The Fallacy of the Truss Analogy Theory for Reinforces Concrete Beams. Chapter 4. Mechanism of Vibrating Fatigue Failure of a Reinforced Concrete Beam or any other Member (One Quantitative Point of View). Chapter 5. A Triangularly Reinforced Shearwall Can Resist Higher Lateral Forces that an Ordinary Shearwall. Chapter 6. Mechanism of Deformation of the Horizontal. Chapter 7. Combined Conclusions for all Six Chapters. Appendix 1. Brief Comments. Retrospection on the Psychology of Man. References.