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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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Main Author: Handy Priyo, Nurjuliyanto
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak 2019
Subjects:
TA Engineering (General). Civil engineering (General)
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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spelling my.unimas.ir.319952023-10-09T08:48:58Z http://ir.unimas.my/id/eprint/31995/ Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower Handy Priyo, Nurjuliyanto TA Engineering (General). Civil engineering (General) 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 local seismic excitement potential. Global structure behavior was monitored to meet the requirement for serviceability and damage control. For acceptance criteria for performance at the global structural level, compared to SNI 1726-2012, ACI 318-14, ASCE7-2010, EC8, FEMA 356, IBC 2009, PuSGen 2017, and UBC97. The codes were also used as a primary reference for the limit response of structural element for performance acceptance criteria of the structure. The structural model created by STAAD Pro is a widely used engineering analysis software program. The structure's behavior has been checked to meet the demand for serviceability and damage control. Dynamic analysis can be carried out by two methods, one is the method of the response spectrum, and the other is the method of time history. In the response spectrum method, the values are taken by code, but the previous Earthquake data is utilized in the time history method. In this Final Year Project (FYP), the time history analysis used for analysis response of the structure. By using time history method for high rise structure, the storey displacement and storey drift calculated. The dynamic time history elastic of Prilling Tower analyses confirmed the acceptable global and local performance. Universiti Malaysia Sarawak 2019 Final Year Project Report NonPeerReviewed text en 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 text en http://ir.unimas.my/id/eprint/31995/4/Handy.pdf Handy Priyo, Nurjuliyanto (2019) Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Handy Priyo, Nurjuliyanto
Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
description 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 local seismic excitement potential. Global structure behavior was monitored to meet the requirement for serviceability and damage control. For acceptance criteria for performance at the global structural level, compared to SNI 1726-2012, ACI 318-14, ASCE7-2010, EC8, FEMA 356, IBC 2009, PuSGen 2017, and UBC97. The codes were also used as a primary reference for the limit response of structural element for performance acceptance criteria of the structure. The structural model created by STAAD Pro is a widely used engineering analysis software program. The structure's behavior has been checked to meet the demand for serviceability and damage control. Dynamic analysis can be carried out by two methods, one is the method of the response spectrum, and the other is the method of time history. In the response spectrum method, the values are taken by code, but the previous Earthquake data is utilized in the time history method. In this Final Year Project (FYP), the time history analysis used for analysis response of the structure. By using time history method for high rise structure, the storey displacement and storey drift calculated. The dynamic time history elastic of Prilling Tower analyses confirmed the acceptable global and local performance.
format Final Year Project Report
author Handy Priyo, Nurjuliyanto
author_facet Handy Priyo, Nurjuliyanto
author_sort Handy Priyo, Nurjuliyanto
title Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
title_short Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
title_full Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
title_fullStr Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
title_full_unstemmed Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
title_sort geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
publisher Universiti Malaysia Sarawak
publishDate 2019
url 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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score 13.211869

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