Go to content
- {{#headlines}}
- {{title}} {{/headlines}}
Profile
| Academic position | Emeritus |
|---|---|
| Research fields | Applied Mechanics, Statics and Dynamics,Numerical analysis |
| Keywords | Civil Engineering, Structiural Mechanics, Folded Plate Structure, Beams, Plates |
Current contact address
| Country | Syria |
|---|---|
| City | Tartous |
Host during sponsorship
| Prof. Dr.-Ing. Bernd Möller | Lehrstuhl für Statik, Technische Universität Dresden, Dresden |
|---|---|
| Start of initial sponsorship | 01/11/2000 |
Programme(s)
| 2000 | Georg Forster Research Fellowship Programme |
|---|
Publications (partial selection)
| 2018 | S. Abo Diab: A Compatible Quadrilateral Finite Element for Plate Bending with Three- Nodal Degrees of Freedoms Each Node. In: Technische Mechanik-European Journal of Engineering Mechanics, 2, 2018, 148=165 |
|---|---|
| 2003 | Sulaiman Abo Diab: Quadrilateral folded plate structure elements of reduced Trefftz type. In: CAMES, 2003, 391-406 |
| 2002 | Sulaiman Abo Diab: Formatting of Quadrilateral Finite Elements. In: H. A. Mang, F. G. Rammertorfer, J. Eberhardsteiner, Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V). University of Technology, 2002. |
| 2001 | Sulaiman Abo Diab: Generalization of a reduced Trefftz type approach. In: Veröffentlichungen des Lehrstuhls für Statik der Technischen Universität Dresden, 2001, 1-68 |
| 2001 | Sulaiman Abo Diab: Generalization of a reduced Trefftz-type approach - Eigenvalue analysis of circular, trapezoidal and rhombic plates. In: W. A. Wall, K.-U. Bletzinger, K. Schweizerhof, Trends in Computational Structural Mechanics. CIMNE, 2001. 273-283 |
| 2001 | Sulaiman Abo Diab: Generalization of a reduced Trefftz-type approach - Quadrilateral plate bending elements . In: Y. Villacampa Esteve, G. M. Carlomagno, C. A. Brebbia, Computational Methods and Experimental Measurements X. Wittpress Southhampton, 2001. 977-987 |
| 2001 | Sulaiman Abo Diab: Variational concepts for reduced Trefftz-type approaches. In: Bernd Möller, Lehrstuhl für Statik. Technische Universität Dresden, 2001. 15-28 |