Ambient noise analysis for characterizing sub-surface dynamic parameters

Ambient noise analysis of horizontal to vertical spectral ratio (HVSR) method has been used widely to provide reliable estimates of the site fundamental frequency and to constrain the inversion of near-surface shear wave velocity. The present paper focuses on the site measurement using the aforement...

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Main Authors:	B., Setiawan, T., Saidi, A., Yuliannur, U., Polom, Putra Jaya, Ramadhansyah, Mohamad Idris, Ali
Format:	Conference or Workshop Item
Language:	English
Published:	2019
Subjects:	TF Railroad engineering and operation
Online Access:	http://umpir.ump.edu.my/id/eprint/26520/ http://umpir.ump.edu.my/id/eprint/26520/1/8.%20Ambient%20noise%20analysis%20for%20characterizing%20sub-surface.pdf

id	ump-26520
recordtype	eprints
spelling	ump-265202019-11-20T08:36:21Z http://umpir.ump.edu.my/id/eprint/26520/ Ambient noise analysis for characterizing sub-surface dynamic parameters B., Setiawan T., Saidi A., Yuliannur U., Polom Putra Jaya, Ramadhansyah Mohamad Idris, Ali TF Railroad engineering and operation Ambient noise analysis of horizontal to vertical spectral ratio (HVSR) method has been used widely to provide reliable estimates of the site fundamental frequency and to constrain the inversion of near-surface shear wave velocity. The present paper focuses on the site measurement using the aforementioned analysis by means of the HVSR method for characterizing sub-surface dynamic parameters in the City of Banda Aceh, Indonesia. A Guralp CMG-6TD broadband seismometer was used in this study to cover a wide frequency range from 0.033 Hz to 50 Hz in standard operation. The instrument was deployed at two different sites (i.e. Location#1 of Blang Padang and Location#2 of Stadion Dirmutala) in the City of Banda Aceh for at least 2 hours for ambient noise recording. This continuous of 2 hours’ microtremor time series was separated into 30 minutes record from which the site fundamental frequency and shear wave velocity of the measured site were deduced. The later sub-surface dynamic parameter was validated using another technique of reflection seismic. This investigation suggests the fundamental frequency of 0.45 Hz at Location#1 and of 0.65 Hz at Location#2. The estimated shear wave velocity of the top 30 m, Vs,30 of this investigation is 165 m/s at Location#1 and 156 m/s at Location#2. Both the site fundamental frequency and shear wave velocity are important for infrastructure design in the high seismic region of Banda Aceh, Indonesia. 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26520/1/8.%20Ambient%20noise%20analysis%20for%20characterizing%20sub-surface.pdf B., Setiawan and T., Saidi and A., Yuliannur and U., Polom and Putra Jaya, Ramadhansyah and Mohamad Idris, Ali (2019) Ambient noise analysis for characterizing sub-surface dynamic parameters. In: Proceedings of 3rd National Conference on Wind & Earthquake Engineering and 1st International Seminar On Sustainable Construction Engineering (NCWE & ISSCE 2019), 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 68-77..
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TF Railroad engineering and operation
spellingShingle	TF Railroad engineering and operation B., Setiawan T., Saidi A., Yuliannur U., Polom Putra Jaya, Ramadhansyah Mohamad Idris, Ali Ambient noise analysis for characterizing sub-surface dynamic parameters
description	Ambient noise analysis of horizontal to vertical spectral ratio (HVSR) method has been used widely to provide reliable estimates of the site fundamental frequency and to constrain the inversion of near-surface shear wave velocity. The present paper focuses on the site measurement using the aforementioned analysis by means of the HVSR method for characterizing sub-surface dynamic parameters in the City of Banda Aceh, Indonesia. A Guralp CMG-6TD broadband seismometer was used in this study to cover a wide frequency range from 0.033 Hz to 50 Hz in standard operation. The instrument was deployed at two different sites (i.e. Location#1 of Blang Padang and Location#2 of Stadion Dirmutala) in the City of Banda Aceh for at least 2 hours for ambient noise recording. This continuous of 2 hours’ microtremor time series was separated into 30 minutes record from which the site fundamental frequency and shear wave velocity of the measured site were deduced. The later sub-surface dynamic parameter was validated using another technique of reflection seismic. This investigation suggests the fundamental frequency of 0.45 Hz at Location#1 and of 0.65 Hz at Location#2. The estimated shear wave velocity of the top 30 m, Vs,30 of this investigation is 165 m/s at Location#1 and 156 m/s at Location#2. Both the site fundamental frequency and shear wave velocity are important for infrastructure design in the high seismic region of Banda Aceh, Indonesia.
format	Conference or Workshop Item
author	B., Setiawan T., Saidi A., Yuliannur U., Polom Putra Jaya, Ramadhansyah Mohamad Idris, Ali
author_facet	B., Setiawan T., Saidi A., Yuliannur U., Polom Putra Jaya, Ramadhansyah Mohamad Idris, Ali
author_sort	B., Setiawan
title	Ambient noise analysis for characterizing sub-surface dynamic parameters
title_short	Ambient noise analysis for characterizing sub-surface dynamic parameters
title_full	Ambient noise analysis for characterizing sub-surface dynamic parameters
title_fullStr	Ambient noise analysis for characterizing sub-surface dynamic parameters
title_full_unstemmed	Ambient noise analysis for characterizing sub-surface dynamic parameters
title_sort	ambient noise analysis for characterizing sub-surface dynamic parameters
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/26520/ http://umpir.ump.edu.my/id/eprint/26520/1/8.%20Ambient%20noise%20analysis%20for%20characterizing%20sub-surface.pdf
first_indexed	2023-09-18T22:41:21Z
last_indexed	2023-09-18T22:41:21Z
_version_	1777416936541388800

Ambient noise analysis for characterizing sub-surface dynamic parameters

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