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 |