dc.contributor.author |
Kanj, Mazen Y. |
dc.date.accessioned |
2012-06-13T06:40:57Z |
dc.date.available |
2012-06-13T06:40:57Z |
dc.date.issued |
1990 |
dc.identifier.uri |
http://hdl.handle.net/10938/4534 |
dc.description |
Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering,1990.;"Advisor: Mouhamed Harajli, Associate Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor ,Civil Engineering Sami Abboud-Klink, |
dc.description |
Bibliography: leaves 130-133. |
dc.description.abstract |
Tests on 26 half-scale post-tensioned prestresyed con¬crete beams with unbonded tendons and different amounts of bonded nonprestressed reinforcement and span-to-depth ratios were carried out at the Faculty of Engineering and Ar¬chitecture of the American |
dc.format.extent |
xix, 281 leaves : ill. cm. |
dc.language.iso |
eng |
dc.relation.ispartof |
Theses, Dissertations, and Projects |
dc.subject.classification |
ET:003461 AUBNO |
dc.subject.lcsh |
Prestressed concrete. |
dc.title |
Experimental study of the elastic and inelastic behavior of partially prestressed members - by Mazen Y. Kanj |
dc.type |
Thesis |
dc.contributor.department |
American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |