Abdulla Al-Ani, M., Al-Farouk Al-Damluji, O. (2005). Non Linear Earthquake Analysis of Baghdad Tower for Communications using a Three Dimensional Finite Element Method. Alustath, 11(2), 361-376.
Mustafa Abdulla Al-Ani; Omar Al-Farouk Al-Damluji. "Non Linear Earthquake Analysis of Baghdad Tower for Communications using a Three Dimensional Finite Element Method". Alustath, 11, 2, 2005, 361-376.
Abdulla Al-Ani, M., Al-Farouk Al-Damluji, O. (2005). 'Non Linear Earthquake Analysis of Baghdad Tower for Communications using a Three Dimensional Finite Element Method', Alustath, 11(2), pp. 361-376.
Abdulla Al-Ani, M., Al-Farouk Al-Damluji, O. Non Linear Earthquake Analysis of Baghdad Tower for Communications using a Three Dimensional Finite Element Method. Alustath, 2005; 11(2): 361-376.

Non Linear Earthquake Analysis of Baghdad Tower for Communications using a Three Dimensional Finite Element Method

Journal of Engineering
Article 1, Volume 11, Issue 2, June 2005, Pages 361-376
Authors
Mustafa Abdulla Al-Ani; Omar Al-Farouk Al-Damluji
Abstract
This study analyzes Baghdad tower for communications when subjected to earthquake excitation using an elasto-viscoplastic material modeling and a three-dimensional finite element method. The algorithm used in this research deals with nonlinear structural analysis. Newmark’s method is employed to study displacement response under El-Centro earthquake type of excitation.
Keywords
finite element; Earthquake; elasto; viscoplasticity; Dynamics; Newmark integration
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