Innovative Shear Design
Author:   Hrista Stamenkovic
Publisher:   Taylor & Francis Ltd
ISBN:  

9780367863623


Pages:   256
Publication Date:   12 December 2019
Format:   Paperback
Availability:   In Print   Availability explained
This item will be ordered in for you from one of our suppliers. Upon receipt, we will promptly dispatch it out to you. For in store availability, please contact us.

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Innovative Shear Design


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Overview

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.

Full Product Details

Author:   Hrista Stamenkovic
Publisher:   Taylor & Francis Ltd
Imprint:   CRC Press
Weight:   0.453kg
ISBN:  

9780367863623


ISBN 10:   0367863626
Pages:   256
Publication Date:   12 December 2019
Audience:   College/higher education ,  Professional and scholarly ,  Tertiary & Higher Education ,  Professional & Vocational
Format:   Paperback
Publisher's Status:   Active
Availability:   In Print   Availability explained
This item will be ordered in for you from one of our suppliers. Upon receipt, we will promptly dispatch it out to you. For in store availability, please contact us.

Table of Contents

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.

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Hrista Stamenkovic

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