Author: Andreas Öchsner, Lucas Filipe Martins da Silva, Holm Altenbach (Eds.) | Size: 17 MB | Format:PDF | Quality:Unspecified | Publisher: Springer | Year: 2010 | pages: 372 | ISBN: 3642126669, ISBN-13: 978-3642126666
The increasing demand for materials with superb properties in all types of technical applications requires the development of advanced materials and respective tools to characterise and predict the material properties and behaviour. This monograph highlights the latest developments and trends in advanced materials and their properties, the modelling and simulation of non-classical materials and structures, and new technologies for joining materials.
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Author: Öchsner, Andreas; Silva, Lucas F. M. da; Altenbach, Holm (Eds.) | Size: ? MB | Format:PDF | Quality:Original preprint | Publisher: Springer | Year: 2012 | pages: 727 | ISBN: 978-3-642-22699-1
This volume highlights the latest developments and trends in advanced materials and their properties, the modeling and simulation of non-classical materials and structures, and new technologies for joining materials. It presents the developments of advanced materials and respective tools to characterize and predict the material properties and behavior.
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Sand–rubber mixtures: Experiments and numerical simulations
Author: Julio R. Valdes, T. Matthew Evans | Size: 0.34 MB | Format:PDF | Quality:Original preprint | Publisher: Canadian Geotechnical Journal; Vol. 45 Issue 4 | Year: April 2008 | pages: 588-595, 7p
Sand–rubber mixtures (large rubber chips)
Author: H.-K. Kim, J. C. Santamarina | Size: 0.78 MB | Format:PDF | Quality:Original preprint | Publisher: Canadian Geotechnical Journal; Vol. 45 Issue 10 | Year: Oct. 2008 | pages: 1457-1466, 9p
All 3 papers
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I am doing A&A work , we need to strengthen few rc beams with fiber wrap , i need design manuals or books based on BS standards with some reference. I need it urgently dear friends kindly help me.
A short review for design consideration of two common materials used in facade and curtain walling is presented. The characteristics of light-weight facade enveloping a building are different from the conventional steel or concrete structures. Glass cannot crack like concrete and it is much more brittle than steel. Aluminum involves many buckling modes similar to but more common than steel. Owing to the low Young modulus of elasticity around 1/3 of steel, buckling and large deflection nonlinear effects are important consideration in their design. This note summaries the most fundamental features of structures made of these materials.
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Does anyone have the following book:
Guidoboni, E, Ebel, J. (2009)
"Earthquakes and Tsunamis in the Past: A Guide to Techniques in Historical Seismology"
Cambridge University Press
ISBN 978-0-521-83795-8
Moderator Note:
Avoid using generic titles like "Book Request".
It's ineffective for our inner search engine
Author: Gransberg, Douglas D | Size: 3.76 MB | Format:PDF | Quality:Original preprint | Publisher: Transportation Research Board | Year: 2008 | pages: 138 | ISBN: 9780309097955
For transportation design-build projects, the public agency has less control over day-to-day details of the process than with more traditional approaches to project design and construction. Design-build projects, therefore, require a thorough and thoughtful approach to assuring quality in the project by the public agency. This report examines how state transportation agencies have successfully approached quality assurance for design-build, including in procurement, design, construction, and post-construction operations and maintenance. Information for this study was gathered through a survey of all state departments of transportation (DOTs), literature review, content analysis of solicitation documents from 26 state DOTs, and review of policy documents from 17 state DOTs.
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The new Mechanistic Empirical Pavement Design Guide (MEPDG) and other existing pavement design guides use resilient modulus as the primary input parameter when characterizing stiffness of subsoils and unbound bases. Resilient modulus of soils is typically determined either by using laboratory tests or field tests. This report was prepared to describe the significance of the resilient modulus property, various methods of determining this property of subsoils and unbound bases, and the application of this parameter in the MEPDG. The report will be of interest to design, geotechnical and materials engineers and technicians. Information collected in this synthesis was based on a comprehensive literature review, surveys of pavement design, materials and geotechnical engineers from state departments of transportation (DOTs), and selected interviews. Information collected also included research reports from studies conducted by several state DOTs.
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