Product Description:
Understanding tensile fracture in rocks provides an important key for the interpretation of many problems in structural geology. This book presents a multidisciplinary approach to tensile fracture in rocks (faulting is briefly addressed), starting with an introduction to fracture physics and progressing through tectonofractographic features, characterized both in experimental settings and in geological outcrops. Four examples of sedimentary rocks and two of granites have been chosen to demonstrate the principles and problems in fracture geology. Principles of fracture mechanics and rock mechanics are applied throughout the book, which also explores current understanding about electromagnetic radiation induced by fractures and how such radiation can be used to monitor and predict earthquakes and hazardous collapses in mines. The monograph serves not only as a manual on how to handle specific problems and their solutions in fractual geology but also as a starting point for researchers and graduate students interested in the field of rock fracturing.
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This book covers the fundamentals of tunneling machine technology: drilling, tunneling, waste removal and securing. It treats methods of rock classification for the machinery concerned as well as legal issues, using numerous example projects to reflect the state of technology, as well as problematic cases and solutions. The work is structured such that readers are led from the basics via the main functional elements of tunneling machinery to the different types of machine, together with their areas of application and equipment. The result is an overview of current developments.
Close cooperation among the authors involved has created a book of equal interest to both experienced tunnelers and newcomers.
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Asymptotic Methods in the Buckling Theory of Elastic Shells
By Andrei L. Smirnov, Petr E. Tovstik
* Publisher: World Scientific Publishing Company
* Number Of Pages: 360
* Publication Date: 2001-10
* ISBN-10 / ASIN: 9810247265
* ISBN-13 / EAN: 9789810247263
Product Description:
This book contains solutions to the most typical problems of thin elastic shells buckling under conservative loads. The linear problems of bifurcation of shell equilibrium are considered using a two-dimensional theory of the Kirchhoff–Love type. The explicit approximate formulas obtained by means of the asymptotic method permit one to estimate the critical loads and find the buckling modes.
The solutions to some of the buckling problems are obtained for the first time in the form of explicit formulas. Special attention is devoted to the study of the shells of negative Gaussian curvature, the buckling of which has some specific features. The buckling modes localized near the weakest lines or points on the neutral surface are constructed, including the buckling modes localized near the weakly supported shell edge. The relations between the buckling modes and bending of the neutral surface are analyzed. Some of the applied asymptotic methods are standard; the others are new and are used for the first time in this book to study thin shell buckling. The solutions obtained in the form of simple approximate formulas complement the numerical results, and permit one to clarify the physics of buckling.
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* Publisher: Prentice Hall College Div
* Number Of Pages: 560
* Publication Date: 1984-10
* ISBN-10 / ASIN: 0137105002
* ISBN-13 / EAN: 9780137105007
Classical and Modern view of structural Geology.
Main Concepts are not too explicit into text so you have to dig into the text to obtain the concept but this is well written. Although this book has been published years ago still is a reference for all structural Geologist, Professional or Students.
From the Publisher:
This text is a concise introduction to the deformation of Earth's crust, encompassing the wide-ranging subject of introductory courses in structural geology.
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Product Description:
One of the most important subjects for any student of engineering or materials to master is the behaviour of materials and structures under load. The way in which they react to applied forces, the deflections resulting and the stresses and strains set up in the bodies concerned are all vital considerations when designing a mechanical component such that it will not fail under predicted load during its service lifetime.
Building upon the fundamentals established in the introductory volume Mechanics of Materials 1, this book extends the scope of material covered into more complex areas such as unsymmetrical bending, loading and deflection of struts, rings, discs, cylinders plates, diaphragms and thin walled sections. There is a new treatment of the Finite Element Method of analysis, and more advanced topics such as contact and residual stresses, stress concentrations, fatigue, creep and fracture are also covered. Each chapter contains a summary of the essential formulae which are developed in the chapter, and a large number of worked examples which progress in level of difficulty as the principles are enlarged upon. In addition, each chapter concludes with an extensive selection of problems for solution by the student, mostly examination questions from professional and academic bodies, which are graded according to difficulty and furnished with answers at the end.
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Book Description:
This is the first of two volumes introducing structural and continuum mechanics in a comprehensive and consistent way. The current book, Volume 1: Equilibrium, presents all theoretical developments both in text and by means of an extensive set of figures. This same approach is used in the examples and problems, of which a generous amount have been provided to aid understanding and practice. The book consists of distinct modules, each divided into sections which are conveniently sized to be used as lectures. Both formal and intuitive (engineering) arguments are used in parallel to derive the principles used, for instance in bending moment diagrams and shear force diagrams. A very important aspect of this book is the straightforward and consistent sign convention, based on the stress definitions of continuum mechanics.
This method has been tried and tested over a number of years, and has been used for introductory courses at Delft University of Technology in the faculties of Civil Engineering, Aeronautical Engineering, Industrial Design and Architectural Engineering.
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Product Description
This title covers six themes: offshore geotechnical engineering, laboratory, in-situ and field testing and behaviour of soil, model testing, soil structure interaction, nearshore geotechnical engineering, and marine environmental geotechnics and soil improvement.
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Posted by: aslam - 03-06-2009, 07:27 AM - Forum: General Books
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DUBAI DREAM PALACE
DETAILS OF DUBAI STRUCTURES
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