Non linear earthquake analysis of baghdad tower for communications using a three dimensional finite element method
Source
Issue
Vol. 11, Issue 2 (30 Jun. 2005), pp.361-376, 16 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2005-06-30
Country of Publication
Iraq
No. of Pages
16
Main Subjects
Telecommunications Engineering
Abstract EN
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.
American Psychological Association (APA)
al-Damluji, Umar al-Faruq Salim& al-Ani, Mustafa Abd Allah. 2005. Non linear earthquake analysis of baghdad tower for communications using a three dimensional finite element method. Journal of Engineering،Vol. 11, no. 2, pp.361-376.
https://search.emarefa.net/detail/BIM-360893
Modern Language Association (MLA)
al-Damluji, Umar al-Faruq Salim& al-Ani, Mustafa Abd Allah. Non linear earthquake analysis of baghdad tower for communications using a three dimensional finite element method. Journal of Engineering Vol. 11, no. 2 (Jun. 2005), pp.361-376.
https://search.emarefa.net/detail/BIM-360893
American Medical Association (AMA)
al-Damluji, Umar al-Faruq Salim& al-Ani, Mustafa Abd Allah. Non linear earthquake analysis of baghdad tower for communications using a three dimensional finite element method. Journal of Engineering. 2005. Vol. 11, no. 2, pp.361-376.
https://search.emarefa.net/detail/BIM-360893
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 376
Record ID
BIM-360893
