NON LINEAR EARTHQUAKE ANALYSIS OF BAGHDAD TOWER FOR COMMUNCATIONS USING A THREE DIMENSIONAL FINITE ELEMENT METHOD

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Published: Jun 1, 2005
DOI: https://doi.org/10.31026/j.eng.2005.02.10

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Omar Al-Farouk Al-Damluji
Mustafa Abdulla Al-Ani

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 the displacement response under El-Centro earthquake type of excitation

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“NON LINEAR EARTHQUAKE ANALYSIS OF BAGHDAD TOWER FOR COMMUNCATIONS USING A THREE DIMENSIONAL FINITE ELEMENT METHOD” (2005) Journal of Engineering, 11(02), pp. 361–376. doi:10.31026/j.eng.2005.02.10.
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Vol. 11 No. 02 (2005): journal of engineering
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Articles
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This work is licensed under a Creative Commons Attribution 4.0 International License.

 
 

How to Cite

“NON LINEAR EARTHQUAKE ANALYSIS OF BAGHDAD TOWER FOR COMMUNCATIONS USING A THREE DIMENSIONAL FINITE ELEMENT METHOD” (2005) Journal of Engineering, 11(02), pp. 361–376. doi:10.31026/j.eng.2005.02.10.
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