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

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

محتوى المقالة الرئيسي

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

الملخص

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

تفاصيل المقالة

كيفية الاقتباس
"NON LINEAR EARTHQUAKE ANALYSIS OF BAGHDAD TOWER FOR COMMUNCATIONS USING A THREE DIMENSIONAL FINITE ELEMENT METHOD" (2005) مجلة الهندسة, 11(02), ص 361–376. doi:10.31026/j.eng.2005.02.10.
إصدار
مجلد 11 عدد 02 (2005): journal of engineering
القسم
Articles
Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

 
 

كيفية الاقتباس

"NON LINEAR EARTHQUAKE ANALYSIS OF BAGHDAD TOWER FOR COMMUNCATIONS USING A THREE DIMENSIONAL FINITE ELEMENT METHOD" (2005) مجلة الهندسة, 11(02), ص 361–376. doi:10.31026/j.eng.2005.02.10.
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تواريخ المنشور

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