It would be highly appreciated, if you could please provide me the following article.
Experimental validation of a numerical model for the interaction of dip-slip normal fault ruptures, sand deposits, and raft foundations
Md. Rokonuzzaman*1; Ala’a El Nahas2; Toshinori Sakai3 International Journal of Geotechnical Engineering, Maney Publishing/J. Ross
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This book is concerned with the dynamic behavior of reinforced/prestressed concrete structures, such as: buildings and bridges. It discusses how to predict or check the real inelastic behavior of concrete structures subjected to dynamic loads, including equipment loads, earthquake motions, seismic interactions and missile impacts. A number of techniques have recently been developed to assist in evaluating such occurrences. This book is intended to apply structural dynamics to concrete structures and is appropriate as a textbook for an introductory course in dynamic behavior of concrete structures at the upper-undergraduate or graduate level as well as for practicing engineers.
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Rock Falls in Horizontal Strata Due to Differential Weathering
Su, Tian-ming (et al.)
Engineering Geology for Society and Territory - Volume 2, 1745-1751
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I am going to buy a laptop for my daily works (structural engineering) including design with CSI and Bentley Softwares, modelling and detailing mostly with Tekla Structures, Revit structure, and AutoCAD structural detailing.
My focus is on Macbook Pro with retina display:
Intel Core i7 2.50GHz up to 3.70 GHz and 6Mb cashe
16 GB of DDR3 RAM
NVIDIA GeForce GT 750M 2GB DDR5 Graphic
2880x1800 resolusion
My main concern is that I hear some people say that when you use boot camp to install windows on Macbook pro, the overall performance including battery comes down. Moreover, it becomes very hot under heavy load.
Kindly, if you have used this laptop, please share your experience using this laptop and help me in my selection.
Author: Y. K. Cheung and B. G. Neal | Size: 8 MB | Format:PDF | Quality:Original preprint | Publisher: Pergamon Press | Year: 1976 | pages: 243 | ISBN: 978-0-08-018308-4
Content:
STRUCTURES AND SOLID BODY MECHANICS SERIES, Page ii
Front Matter, Page iii
Copyright, Page iv
Preface, Page vii
Nomenclature, Pages ix-x
CHAPTER 1 - Finite strip method, Pages 1-24
CHAPTER 2 - Bending of plates and plate-beam systems with application to slab-beam bridges, Pages 25-66
CHAPTER 3 - Plane stress analysis, Pages 67-86
CHAPTER 4 - Analysis of folded plate structures with special reference to box girder bridges, Pages 87-90,90a,90b,91-115
CHAPTER 5 - Vibration and stability of plates and shells, Pages 116-132,132a,132b,133-149
CHAPTER 6 - Further developments in finite strip analysis, Pages 150-172
CHAPTER 7 - Finite layer method and finite prism method, Pages 173-198
CHAPTER 8 - Computation methods and computer program, Pages 199-228
Author Index, Pages 229-230
Subject Index, Pages 231-232
A Selection of Important Pergamon Journals of Interest, Page 233
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Finite Strip Method in structrural analysis Y.K. Cheung
Series: Structures and solid body mechanics series
Publisher: Pergamon Press
Language: English
ISBN-10: 0080183085
ISBN-13: 978-0080183084
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Finite Strip Method Y.K. Cheung, L. G. Tham
Series: New Directions in Civil Engineering (Book 17)
Hardcover: 416 pages
Publisher: CRC Press;
Language: English
ISBN-10: 0130917524
ISBN-13: 978-0849374302
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searching for a complete solution software which able to model, analysis and design of composite structures (include beam column joints). many companies claims it, like graitec advanced design and oasys gsa building and ... .i work with American standards (IBC- AISC codes) and the mentioned software should works according to American codes. Your comments suggestions would be greatly appreciated.
The study of structural instability plays a role of primary importance in the field of applied mechanics. Despite the remarkable progresses made in the recent past years, the structural instability remains one of the most challenging topics in applied - chanics. Many problems have bee:: solved in the last decades but still many others remain to be solved satisfactorily. The increasing number of papers published in jo- nals and conferences organized by ECCS, SSRC, IUTAM, and EUROMECH strongly indicates the interest of scientists and engineers in the subject. A careful examination of these publications shows that they tend to fall into one of the two categories. The first is that of practical design direction in which methods for analyzing specific stability problems related to some specific structural typologies are developed. The research works are restricted to determining the critical load, considering that it is sufficient to know the limits of stability range. These studies are invaluable since their aim is to provide solutions to practical problems, to supply the designer with data useful for design and prepare norms, specifications and codes. The second direction is that of theoretical studies, aiming at a mathematical modeling of the instability problems, for a better understanding of the phenomena. In these studies, special emphasis is placed on the behavior of structures after the loss of stability in the post-critical range. This approach is less familiar to designers as its results have not yet become part of current structural design practice.
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Posted by: yanburak - 11-03-2014, 06:04 AM - Forum: Archive
- No Replies
Dear friends. Maybe someone can download this article:
Material and Geometric Properties of Structural Steel for Use in Design
The Structural Engineer
Volume 75 (1997)
Issue 21
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Front Matter....Pages N3-IX
Theory of Plasticity....Pages 1-186
The Foundations of Plasticity....Pages 187-272
Generalized Yield Criteria for Advanced Models of Material Response....Pages 273-302
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