This comprehensive manual provides extensive information on the types of revetment available, and provides guidance on the choice and design of these systems. With regard to natural and artificial watercourses, information is included on revetments that incorporate some form of structural protection and revetments, which combine this protection with vegetation to increase the environmental quality of the systems. Extensive use of photographs, flowcharts and diagrams allow the engineer, to choose the most appropriate type of revetment and the most cost-effective design.
# Paperback: 272 pages
# Publisher: Thomas Telford Ltd; illustrated edition edition (1 April 1998)
# Language English
# ISBN-10: 0727726919
# ISBN-13: 978-0727726919
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The book aims to explain the variations of near-Earth plasma observed over seismically active areas several days/hours before strong seismic shocks. It demonstrates how seismo-ionospheric coupling is part of the global electric circuit and shows that the anomalous electric field appearing in active seismic areas is the main carrier of information from the earth into the ionosphere. The discussion of physical mechanisms is based on experimental data. The results can be regarded as the basis for future applications such as short-term earthquake prediction. It proceeds to describe existing complex systems of space-born and ground-based monitoring for electromagnetic and ionospheric precursors of earthquakes, as well as those still under construction. It is an excellent text for courses and contains a wealth of information for those scientists working in the field of natural disaster reduction.
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Author: Standards and Research department | Size: 1.023 MB | Format:PDF | Publisher: The Iranian Petroleum Standards | Year: 2009 | pages: 51 | ISBN: none
This Engineering Standard gives general criteria relevant to the planning and design of foundations, as may be encountered in various civil engineering projects in the field of Iranian Petroleum Industries.
The Standard covers shallow and deep foundations generally used in buildings with normal range of complexity, as well as foundations subject to dynamic loads from machinery, and soil improvement techniques.
This standard does not cover the following subjects which are covered in relevant IPS as shown below:
- Foundations of onshore and offshore structures; (see respectively IPS-G-CE-470 and IPS-G-CE-480).
- Special foundations like dams etc.
- The structural aspects of foundations i.e: reinforced concrete structures, (see IPS-E-CE-200).
- Piles, see IPS-E-CE-130.
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Author: K S So,C W Kwong,J Davies,J K K Sher,K M Tsang,N M Walsh,R A M Watkins | Size: 0.37 MB | Format:PDF | Publisher: The Government of the Hong Kong Special Administrative Region | Year: 2004 | pages: 64 | ISBN: none
This Code of Practice provides guidelines for the professionals and practitioners on design, analysis and construction of foundations. It was prepared by the Drafting Committee for the Code of Practice for Foundations convened by the Buildings Department. This Code of Practice is based on the requirements of the Buildings Ordinance and related regulations, and has taken into account the local conditions, work practice and development of new technologies in analysis, design and construction of foundations. Although this Code of Practice is not a statutory document, the compliance with the requirements of this Code of Practice is deemed to satisfy the relevant provisions of the Buildings Ordinance and related regulations. The contributions and efforts given by the invited members of the Drafting Committee in the preparation of this Code of Practice are greatly appreciated.
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This new PEER report is the result of further work under the PEER Tall Buildings Initiative to develop modeling recommendations and acceptance criteria for design and analysis of tall buildings. It is intended to serve as a resource document for the Guidelines for Seismic Design of Tall Buildings, published as a companion report by PEER (2010). The report contains a very good insight in nonlinear structural modelling for seismic design and evaluation and hence will be useful for student and practicioner.
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Light-wood Framing in the U.S. - Course Power Points
Light-wood Framing in the U.S.
Prof. Debra Larson
A Course to:
Provide an overview of the solid wood industry in the United States starting with forests and ending with design and construction of common wood buildings.
Course Objectives: Upon completion you will:
Be able to
-describe the forest resource & relate this to the primary solid wood market - home building.
-present a valid perspective on homebuilding including characteristics, processes, and regulations.
-describe the behavior of light wood framed buildings under vertical and lateral loads.
-apply many aspects of prescriptive design standards.
Have
-practiced technical English speaking and writing skills.
-experienced a modified lecture environment that includes simple active learning techniques.
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- Operating System : Windows XP
- CPU Speed : intel® Pentium® P4 2.4GHz + or AMD 2400xp
- System Memory ( RAM ) : 512MB
- 2GB Hard-Disk Space
- 3D graphics card : 3D-capable video card with 32MB VRAM or greater
- 1280x1024 , 32-bit true Color Screen
- Network Speed : 128 kbps Broadband / Cable internet
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Dear hamzeaziz
Thanks for your contribution!
But:
1- Use the forum POSTGEN;
2- Use the forum Image Host (IHOST at top toolbar);
3- Protect the link codes (Fundamental!!!);
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Damage and Interfacial Debonding in Composites (Studies in Applied Mechanics)
Author: George Z. Voyiadjis, David H. Allen | Size: 9.5 MB | Format:PDF | Publisher: Elsevier Science Pub Co | Year: 1996 | pages: 284 | ISBN: 978-0-444-82338-0
Studies in Applied Mechanics 44. Papers from the symposium held October 29-November 1, 1995 in New Orleans, . Deals with the study of damage of composites and on the interfacial debonding of composites.
Part I: Damage in Composites.
The stress intensity factors and interaction between cylindrical cracks in fiber-matrix composites (S. Close, H.M. Zbib). A computational finite element analysis for predicting the effects of environmental degradation on life in metal matrix composites (J.W. Foulk, K.L.E. Helms, D.H. Allen). Two-scale viscoplastic and damage analysis of a metal matrix composite (S. Kruch, J.L. Chaboche, T. Pottier). Damage modeling of metal matrix composite laminates with cracked oxide surface layers (X. Ma, D.C. Lagoudas). Elasto-plastic stress and strain concentration tensors for damaged fibrous composites (G.Z. Voyiadjis, T. Park). A damage cyclic plasticity model for metal matrix composites (G.Z. Voyiadjis, G. Thiagarajan). Stress failure criterion for laminated composites (H.-Y. Yeh, A.K. Feng).
Part II: Interfacial Debonding in Composites.
An interfacial damage model for titanium matrix composites (J. Aboudi, C.T. Herakovich). Damage mechanics of interfacial media: basic aspects, identification and application to delamination (O. Allix, P. Ladevèze). An approximate representation of fiber-matrix debonding in nonperiodic metal matrix composites (C.J. Lissenden). The evolution of debonding at the interface of a two-phase composite (N.J. Mattei). The effect of fiber architecture on the inelastic response of metal matrix composites with interfacial and fiber damage (A. Sankurathri, S. Baxter, M.-J. Pindera). A hybrid damage mechanics of progressive partial debonding in a class of brittle-matrix composites (Y.H. Zhao, J. Li, G.J. Weng). Author index.
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