Analysis of stability and free vibration behavior of tapered beams on two parameter elastic foundation using differential quadrature method /
Mohmoud Essam Abdelazim Ahmed Said
Analysis of stability and free vibration behavior of tapered beams on two parameter elastic foundation using differential quadrature method / تحليل الاستقرار والاهتزازات الحرة لكمرات مسلوبة مرتكزة على وسط مرن ثنائى البارمترات بإستخدام طريقة المشتقات التربيعية Mohmoud Essam Abdelazim Ahmed Said ; Supervised M. M. Aly Nassar , A. A. Abdelgawad , Mohamed Taha Hassan - Cairo : Mohmoud Essam Abdelazim Ahmed Said , 2012 - 153 Leaves : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Mathematics and Physics
The aim of this thesis is to use the differential quadrature method (DQM) to analyze stability and free vibration behavior of axially loaded nonprismatic beams resting on a two parameter elastic foundation and supported by either conventional or elastic end restraints and to obtain the stability parameter and the frequency parameter for such actual structures
Free vibration Stability Tapered beam
Analysis of stability and free vibration behavior of tapered beams on two parameter elastic foundation using differential quadrature method / تحليل الاستقرار والاهتزازات الحرة لكمرات مسلوبة مرتكزة على وسط مرن ثنائى البارمترات بإستخدام طريقة المشتقات التربيعية Mohmoud Essam Abdelazim Ahmed Said ; Supervised M. M. Aly Nassar , A. A. Abdelgawad , Mohamed Taha Hassan - Cairo : Mohmoud Essam Abdelazim Ahmed Said , 2012 - 153 Leaves : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Mathematics and Physics
The aim of this thesis is to use the differential quadrature method (DQM) to analyze stability and free vibration behavior of axially loaded nonprismatic beams resting on a two parameter elastic foundation and supported by either conventional or elastic end restraints and to obtain the stability parameter and the frequency parameter for such actual structures
Free vibration Stability Tapered beam