Dear All,
Please kindly share this article with us if you have it. The article details are as follows:
Title: Quasi-Static Response of Fixed Offshore Platforms to Morison-Type Wave Loadings
Joutnal: ASCE Journal of Engineering Mechanics
Vol. 135
Issue:10
Date: October, 2009
page:pp. 1057-1068
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Does any body happen to have this paper "prosteel training manual" or even maybe prostructure paper from Bentley.
I need to detail a project urgently, and i have no access to Bentley site.
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Note: i tried to looking for this software on civilea Forum as Sonic pdf creater and found no results, so i decided to add it.
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Hi guys. I was wondering if you have any of the following publications to give:
Serrano A., Olalla C. Ultimate bearing capacity of an anisotropic discountinuous rock mass. part I: basic modes of failure. Int J Rock Mech Min Sci 1998:35(3):301-41.
Serrano A., Olalla C. Ultimate bearing capacity of rock masses .Int J Rock Mech Geomech Abstr 1994:31(2):93-106.
Serrano A., Olalla C. Allowable bearing capacity in rock foundations using a non-linear failure criterium. Int J Rock Mech Min Sci 1996;33(4):327-45.
Serrano A., Olalla C., Gonzalez J. Ultimate bearing capacity of rock masses based on modified Hoej-Brown criterion. Int J Rock MEch Min Sci 2000;37(6):1013-8.
Serrano A., Olalla C. Ultimate bearing capacity at the tip of a pile in rock; theory (part I) Int J Rock Mech Min Sci 2002;39(7):833-46.
Serrano A., Olalla C. Ultimate bearing capacity at the tip of a pile in rock; part 2: application Int J Rock Mech Min Sci 2002;39(7):847-66.
Author: William F. Hosford | Size: 36.6 MB | Format:PDF | Publisher: Cambridge University Press | Year: 2005 | pages: 447 | ISBN: 0521846706
This textbook is for courses on Mechanical Behavior of Materials taught in departments of Mechanical Engineering and Materials Science. The text includes numerous examples and problems for student practice. The book emphasizes quantitative problem solving. End of the chapter notes are included to increase students' interest. This text differs from others because the treatment of plasticity has greater emphasis on the interrelationship of the flow, effective strain and effective stress and their use in conjunction with yield criteria to solve problems.
The treatment of defects is new. Schmids law is generalized for complex stress states. Its use with strains allows for prediction of R-values for textures. Another feature is the treatment of lattice rotations and how they lead to deformation textures. The chapter on fracture mechanics includes coverage of Gurney's approach. Much of the analysis of particulate composites is new. Few texts include anything on metal forming.
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This report contains the findings of a study to determine load factors for use in evaluating the load capacity of existing bridges. The report includes recommended values for load factors and presents the methodology and data used to calibrate the factors to provide appropriate safety margins. The material in this report will be of immediate interest to bridge engineers involved in bridge load rating and to engineers interested in the development of load and resistance factor rating procedures.
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FIB Symposium 2011 Prague-Concrete Engineering for Excellence and Efficiency
Size: 100 MB | Format:PDF
8–10 June 2011
Clarion Congress
Hotel Prague
Prague
Czech Republic
The fib Symposium is a very important forum for designers and contractors, as well as researchers to share their newest ideas and experiences in the fi eld of structural concrete. The slogan of the Symposium, ‘Concrete Engineering for Excellence and Efficiency,’ refl ects what we all wish: concrete showing excellent solutions with high effi ciency both technically and economically. The Symposium Topics covers the most relevant fields of interest to today’s engineers.
The proceedings are avaialble for download. Enjoy!
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Author: Jacques Heyman
Edition: illustrated, reprint
Publisher: Imperial College Press, 1999
ISBN: 1860941893, 9781860941894
Length: 108 pages
Pdf: 4.3 mb Pdf Quality Condition: 7 points (over 10), scanned copy
Structures cannot be created without engineering theory, and design rules have existed from the earliest times for building Greek temples, Roman aqueducts and Gothic cathedrals -- and later, for steel skyscrapers and the frames for aircraft. This book is, however, not concerned with the description of historical feats, but with the way the structural engineer sets about his business. Galileo, in the seventeenth century, was the first to introduce recognizably modem science into the calculation of structures; he determined the breaking strength of beams. In the eighteenth century engineers moved away from this 'ultimate load' approach, and early in the nineteenth century a formal philosophy of design had been established -- a structure should remain elastic, with a safety factor on stress built into the analysis. This philosophy held sway for over a century, until the first tests on real structures showed that the stresses confidently calculated by designers could not actually be measured in practice. Structural engineering has taken a completely different path since the middle of the twentieth century; plastic analysis reverts to Galileo's objective of the calculation of ultimate strength, and powerful new theorems now underpin the activities of the structural engineer.This book deals with a technical subject, but the presentation is completely non-mathematical. It makes available to the engineer, the architect and the general reader the principles of structural design.
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