Engineering implications of the 1985 nahanni earthquakes

Abstract A series of strong ground motions was recorded during a set of earthquakes which occurred in the North Nahanni River area of the Northwest Territories of Canada in late 1985. The strongest of these motions were recorded within 10 km of the epicentre of a magnitude 6.9 event; peak accelerati...

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Published in:Earthquake Engineering & Structural Dynamics
Main Authors: Heidebrecht, Arthur C., Naumoski, Nove
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 1988
Subjects:
Online Access:http://dx.doi.org/10.1002/eqe.4290160504
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spelling crwiley:10.1002/eqe.4290160504 2024-06-02T08:12:19+00:00 Engineering implications of the 1985 nahanni earthquakes Heidebrecht, Arthur C. Naumoski, Nove 1988 http://dx.doi.org/10.1002/eqe.4290160504 https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Feqe.4290160504 https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.4290160504 en eng Wiley http://onlinelibrary.wiley.com/termsAndConditions#vor Earthquake Engineering & Structural Dynamics volume 16, issue 5, page 675-690 ISSN 0098-8847 1096-9845 journal-article 1988 crwiley https://doi.org/10.1002/eqe.4290160504 2024-05-03T11:37:51Z Abstract A series of strong ground motions was recorded during a set of earthquakes which occurred in the North Nahanni River area of the Northwest Territories of Canada in late 1985. The strongest of these motions were recorded within 10 km of the epicentre of a magnitude 6.9 event; peak accelerations were well above 1 g and peak velocities exceeded 0.4 m/s. This paper describes a study of the engineering characteristics of the Nahanni strong motions, particularly as they affect the response of building structures. The response characteristics are analysed in terms of the response spectra and the unit velocity base shear coefficients for multi‐degree‐of‐freedom elastic frame structures. An analysis of the strong motion durations of the records and several measures of intensity is also included. The characteristics of the Nahanni records are compared with those of typical strong seismic ground motions and an ensemble of epicentral region seismic motions recorded under similar conditions. Comparisons are also made with the equivalent parameters in the 1985 edition of the National Building Code of Canada. It is concluded that the Nahanni records are very strong seismic ground motion records with relatively unusual response characteristics, even when compared with those of other records obtained within the epicentral region. The impact of these characteristics on engineering design is most significant for low period structures in epicentral regions. The specifications of typical design codes do not adequately describe the response to such records for very low periods. Article in Journal/Newspaper Northwest Territories Wiley Online Library Canada North Nahanni River ENVELOPE(-123.336,-123.336,62.250,62.250) Northwest Territories Earthquake Engineering & Structural Dynamics 16 5 675 690
institution Open Polar
collection Wiley Online Library
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language English
description Abstract A series of strong ground motions was recorded during a set of earthquakes which occurred in the North Nahanni River area of the Northwest Territories of Canada in late 1985. The strongest of these motions were recorded within 10 km of the epicentre of a magnitude 6.9 event; peak accelerations were well above 1 g and peak velocities exceeded 0.4 m/s. This paper describes a study of the engineering characteristics of the Nahanni strong motions, particularly as they affect the response of building structures. The response characteristics are analysed in terms of the response spectra and the unit velocity base shear coefficients for multi‐degree‐of‐freedom elastic frame structures. An analysis of the strong motion durations of the records and several measures of intensity is also included. The characteristics of the Nahanni records are compared with those of typical strong seismic ground motions and an ensemble of epicentral region seismic motions recorded under similar conditions. Comparisons are also made with the equivalent parameters in the 1985 edition of the National Building Code of Canada. It is concluded that the Nahanni records are very strong seismic ground motion records with relatively unusual response characteristics, even when compared with those of other records obtained within the epicentral region. The impact of these characteristics on engineering design is most significant for low period structures in epicentral regions. The specifications of typical design codes do not adequately describe the response to such records for very low periods.
format Article in Journal/Newspaper
author Heidebrecht, Arthur C.
Naumoski, Nove
spellingShingle Heidebrecht, Arthur C.
Naumoski, Nove
Engineering implications of the 1985 nahanni earthquakes
author_facet Heidebrecht, Arthur C.
Naumoski, Nove
author_sort Heidebrecht, Arthur C.
title Engineering implications of the 1985 nahanni earthquakes
title_short Engineering implications of the 1985 nahanni earthquakes
title_full Engineering implications of the 1985 nahanni earthquakes
title_fullStr Engineering implications of the 1985 nahanni earthquakes
title_full_unstemmed Engineering implications of the 1985 nahanni earthquakes
title_sort engineering implications of the 1985 nahanni earthquakes
publisher Wiley
publishDate 1988
url http://dx.doi.org/10.1002/eqe.4290160504
https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Feqe.4290160504
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.4290160504
long_lat ENVELOPE(-123.336,-123.336,62.250,62.250)
geographic Canada
North Nahanni River
Northwest Territories
geographic_facet Canada
North Nahanni River
Northwest Territories
genre Northwest Territories
genre_facet Northwest Territories
op_source Earthquake Engineering & Structural Dynamics
volume 16, issue 5, page 675-690
ISSN 0098-8847 1096-9845
op_rights http://onlinelibrary.wiley.com/termsAndConditions#vor
op_doi https://doi.org/10.1002/eqe.4290160504
container_title Earthquake Engineering & Structural Dynamics
container_volume 16
container_issue 5
container_start_page 675
op_container_end_page 690
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