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| dc.contributor.author | Idriss, Rana Zaim |
| dc.date.accessioned | 2012-06-13T06:39:53Z |
| dc.date.available | 2012-06-13T06:39:53Z |
| dc.date.issued | 1986 |
| dc.identifier.uri | http://hdl.handle.net/10938/4228 |
| dc.description | Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1986.;"Advisor: Mohammad Mukaddam, Professor, Civil Engineering – Members of Committee: Lutfi Raad, Associate Professor, Civil Engineering Mohamad Harajli, A |
| dc.description | Bibliography: leaves 119-123. |
| dc.description.abstract | The time dependent behavior of concrete under a uniaxial state of stress may be defined by linear viscoelastic constitutive relations, provided that the stress-strength ratio is less than 0.4. Such behavior is best represented by either a specific compli |
| dc.format.extent | xi, 123 leaves : ill. cm. + computer output sheets. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003343 AUBNO |
| dc.subject.lcsh | Concrete. |
| dc.title | Inversion of compliance and relation functions of concrete - by Rana Zaim Idriss |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
