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Numerical application of shakedown theory to multilayer systems - by Wajih Antoine Samir Najm

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dc.contributor.author Najm, Wajih Antoine Samir
dc.date.accessioned 2012-06-13T06:40:18Z
dc.date.available 2012-06-13T06:40:18Z
dc.date.issued 1987
dc.identifier.uri http://hdl.handle.net/10938/4353
dc.description Thesis (M.E.)--American University of Beirut. Department of Mechanical Engineering, 1987.;"Advisor: Lutfi Raad, Associate Professor, Civil Engineering -- Members of Committee: Pierre Azoury,Associate Professor of Mechanical Engineering Albert Kuran, Asso
dc.description Bibliography: leaves 70-71.
dc.description.abstract In many engineering situations, structures such as pavements, railroads, presses and pneumatic hammers are subjected to variable repented external load3. A structure or a part of it may also be subjected to straining effects due to fluctuating boundary di
dc.format.extent xi, 111 leaves cm. + computer sheets.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003361 AUBNO
dc.subject.lcsh Structural engineering -- Computer programs.
dc.subject.lcsh Deformations (Mechanics).
dc.title Numerical application of shakedown theory to multilayer systems - by Wajih Antoine Samir Najm
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Mechanical Engineering


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