Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures

Current earthquake engineering field ignores the vertical ground motion in design and analysis of the structure system even though in actual condition these two phenomena impose the significant effect to the structure system. The repeated earthquake happened everywhere all over the world with...

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Main Authors:	A., Taib, M. Z. A. M., Zahid, M. A. A., Rahim, Faisal, Ade, Saffuan, Wan Ahmad
Format:	Article
Language:	English
Published:	Penerbit UMP 2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/18633/ http://umpir.ump.edu.my/id/eprint/18633/ http://umpir.ump.edu.my/id/eprint/18633/1/fkasa-2017-saffuan-Selection%20Of%20Multiple%20Earthquakes.pdf

id	ump-18633
recordtype	eprints
spelling	ump-186332018-03-07T01:18:13Z http://umpir.ump.edu.my/id/eprint/18633/ Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures A., Taib M. Z. A. M., Zahid M. A. A., Rahim Faisal, Ade Saffuan, Wan Ahmad TA Engineering (General). Civil engineering (General) Current earthquake engineering field ignores the vertical ground motion in design and analysis of the structure system even though in actual condition these two phenomena impose the significant effect to the structure system. The repeated earthquake happened everywhere all over the world with the short time interval while earthquake in vertical excitation also reported as quantitatively occur but always ignored. Therefore, this study attempts to assess the behaviour of structures due to multiple earthquakes with vertical component. For that purpose, this study processed and tabulated more than 500 ground motion data that was recorded all over the world. The data was downloaded from Pacific Earthquake Engineering Research center –New Generation Attenuation (PEER-NGA) database, As a result, About 24% (121 records) of the listed earthquake records show V/H value more than 0.67 or 2/3 rules and most of the event occurred with source distance less than 50km. About 8.0% (40 records) of the showed V/H ratio more than 1.0 with the highest ratio is 4.85 named Borrego in 1942. It seems that vertical ground motion were also one of the factor effecting analysis and design of structures Penerbit UMP 2017 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18633/1/fkasa-2017-saffuan-Selection%20Of%20Multiple%20Earthquakes.pdf A., Taib and M. Z. A. M., Zahid and M. A. A., Rahim and Faisal, Ade and Saffuan, Wan Ahmad (2017) Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures. International Journal of Civil Engineering and Geo-Environmental, Sp. (NCWE). pp. 10-14. ISSN 2180-2742 http://ijceg.ump.edu.my/images/ARTICLES/Special%20Publication%20for%20NCWE2017/Paper_3_Selection_of_multiple_earthquakes_considering_vertical_ground_motion_to_structures.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) A., Taib M. Z. A. M., Zahid M. A. A., Rahim Faisal, Ade Saffuan, Wan Ahmad Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
description	Current earthquake engineering field ignores the vertical ground motion in design and analysis of the structure system even though in actual condition these two phenomena impose the significant effect to the structure system. The repeated earthquake happened everywhere all over the world with the short time interval while earthquake in vertical excitation also reported as quantitatively occur but always ignored. Therefore, this study attempts to assess the behaviour of structures due to multiple earthquakes with vertical component. For that purpose, this study processed and tabulated more than 500 ground motion data that was recorded all over the world. The data was downloaded from Pacific Earthquake Engineering Research center –New Generation Attenuation (PEER-NGA) database, As a result, About 24% (121 records) of the listed earthquake records show V/H value more than 0.67 or 2/3 rules and most of the event occurred with source distance less than 50km. About 8.0% (40 records) of the showed V/H ratio more than 1.0 with the highest ratio is 4.85 named Borrego in 1942. It seems that vertical ground motion were also one of the factor effecting analysis and design of structures
format	Article
author	A., Taib M. Z. A. M., Zahid M. A. A., Rahim Faisal, Ade Saffuan, Wan Ahmad
author_facet	A., Taib M. Z. A. M., Zahid M. A. A., Rahim Faisal, Ade Saffuan, Wan Ahmad
author_sort	A., Taib
title	Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
title_short	Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
title_full	Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
title_fullStr	Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
title_full_unstemmed	Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures
title_sort	selection of multiple earthquakes considering vertical ground motion to structures
publisher	Penerbit UMP
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/18633/ http://umpir.ump.edu.my/id/eprint/18633/ http://umpir.ump.edu.my/id/eprint/18633/1/fkasa-2017-saffuan-Selection%20Of%20Multiple%20Earthquakes.pdf
first_indexed	2023-09-18T22:26:30Z
last_indexed	2023-09-18T22:26:30Z
_version_	1777416001703378944

Selection Of Multiple Earthquakes Considering Vertical Ground Motion To Structures

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