Seismic performance of shell structure under earthquake loading

During past recent years, the number of building structural damage affected by earthquake is increase in Malaysia especially in Sabah. The reason of failure the structure because of inadequate design by Engineer without considering seismic effect in while designing the structure. Designing the stru...

Full description

Bibliographic Details
Main Author:	Rahamah Wati, Sulaeman
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/18070/ http://umpir.ump.edu.my/id/eprint/18070/ http://umpir.ump.edu.my/id/eprint/18070/1/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/18070/7/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Abstract.pdf http://umpir.ump.edu.my/id/eprint/18070/8/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/18070/9/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-References.pdf

id	ump-18070
recordtype	eprints
spelling	ump-180702017-07-05T00:50:07Z http://umpir.ump.edu.my/id/eprint/18070/ Seismic performance of shell structure under earthquake loading Rahamah Wati, Sulaeman TA Engineering (General). Civil engineering (General) During past recent years, the number of building structural damage affected by earthquake is increase in Malaysia especially in Sabah. The reason of failure the structure because of inadequate design by Engineer without considering seismic effect in while designing the structure. Designing the structure must be considered several parameters such as the frequency of building can resists, the displacement and acceleration of the building . The mode shape should be study furthermore, which is the tendency of building will move during earthquake attack from the studies the engineer should be able to predict how to overcome when the problem occur. SAP2000 use to conducted the analysis , SAP2000 able to determine the best mode shape which is the best frequency and period of structure to built. The maximum acceleration and displacement are able to find out by using SAP2000. The best mode shape in this analysis are from mode shape 1 which is the frequency is 68.02 Hz and the period is 0.014701 sec . Maximum acceleration is 149442.9433 m/sec2 from axis Y and the value are get from the joint 128 . The highest displacement also occur from joint 128 at the Y axis where is the value are 0.299743 m. To design new spherical dome , we used 5% of damping which is the value maximum acceleration and displacement at the joint 128 used in the design later. 2017-01 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18070/1/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Table%20of%20contents.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/18070/7/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Abstract.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/18070/8/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Chapter%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/18070/9/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-References.pdf Rahamah Wati, Sulaeman (2017) Seismic performance of shell structure under earthquake loading. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:99215&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Rahamah Wati, Sulaeman Seismic performance of shell structure under earthquake loading
description	During past recent years, the number of building structural damage affected by earthquake is increase in Malaysia especially in Sabah. The reason of failure the structure because of inadequate design by Engineer without considering seismic effect in while designing the structure. Designing the structure must be considered several parameters such as the frequency of building can resists, the displacement and acceleration of the building . The mode shape should be study furthermore, which is the tendency of building will move during earthquake attack from the studies the engineer should be able to predict how to overcome when the problem occur. SAP2000 use to conducted the analysis , SAP2000 able to determine the best mode shape which is the best frequency and period of structure to built. The maximum acceleration and displacement are able to find out by using SAP2000. The best mode shape in this analysis are from mode shape 1 which is the frequency is 68.02 Hz and the period is 0.014701 sec . Maximum acceleration is 149442.9433 m/sec2 from axis Y and the value are get from the joint 128 . The highest displacement also occur from joint 128 at the Y axis where is the value are 0.299743 m. To design new spherical dome , we used 5% of damping which is the value maximum acceleration and displacement at the joint 128 used in the design later.
format	Undergraduates Project Papers
author	Rahamah Wati, Sulaeman
author_facet	Rahamah Wati, Sulaeman
author_sort	Rahamah Wati, Sulaeman
title	Seismic performance of shell structure under earthquake loading
title_short	Seismic performance of shell structure under earthquake loading
title_full	Seismic performance of shell structure under earthquake loading
title_fullStr	Seismic performance of shell structure under earthquake loading
title_full_unstemmed	Seismic performance of shell structure under earthquake loading
title_sort	seismic performance of shell structure under earthquake loading
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/18070/ http://umpir.ump.edu.my/id/eprint/18070/ http://umpir.ump.edu.my/id/eprint/18070/1/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/18070/7/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Abstract.pdf http://umpir.ump.edu.my/id/eprint/18070/8/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/18070/9/Seismic%20performance%20of%20shell%20structure%20under%20earthquake%20loading-References.pdf
first_indexed	2023-09-18T22:25:22Z
last_indexed	2023-09-18T22:25:22Z
_version_	1777415930367705088

Seismic performance of shell structure under earthquake loading

Similar Items