Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower

For 5000 years of return period seismic events, the structural response of Frilling Tower, 108.850 meters (353ft) high and 24.3 meters (80ft) width, was studied through the dynamic time history elastic analysis. The ground motions in Palembang, South Sumatera, were selected as a representative of lo...

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Bibliographic Details
Main Author: Handy Priyo, Nurjuliyanto
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak 2019
Subjects:
Online Access:http://ir.unimas.my/id/eprint/31995/1/Geometrically%20non-linear%20time%20history%20elastic%20analysis%20for%20the%20performance%20based%20design%20of%20a%20prilling%20tower%20%2824%20pgs%29.pdf
http://ir.unimas.my/id/eprint/31995/4/Handy.pdf
http://ir.unimas.my/id/eprint/31995/
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Institution: Universiti Malaysia Sarawak
Language: English
English
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