Statistical analysis of the ice loading events on the confederation bridge

We have examined the ice loading forces on two piers of the Confederation Bridge during the 2012-13 ice season using the updated NRC ice load monitoring system. The new system allows better time synchronization of the tiltmeter and video data from each pier as well as the anemometer. The new system...

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Bibliographic Details
Main Authors: Poirier, L., Babaei, H., Frederking, R.
Format: Article in Journal/Newspaper
Language:English
Published: Lulea University of Technology 2015
Subjects:
ice
Online Access:https://nrc-publications.canada.ca/eng/view/object/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937
https://nrc-publications.canada.ca/fra/voir/objet/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937
id ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:23001610
record_format openpolar
spelling ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:23001610 2023-05-15T14:21:49+02:00 Statistical analysis of the ice loading events on the confederation bridge Poirier, L. Babaei, H. Frederking, R. 2015 text https://nrc-publications.canada.ca/eng/view/object/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937 https://nrc-publications.canada.ca/fra/voir/objet/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937 eng eng Lulea University of Technology issn:0376-6756 issn:2077-7841 POAC 15: Proceedings of the 23rd International Conference on Port and Ocean Engineering under Arctic Conditions, Conference on Port and Ocean Engineering under Arctic Conditions, June 14-18, 2015, Trondheim, Norway, Publication date: 2015 bridge piers ice loads (forces) ocean engineering Confederation Bridge general statistics maximum load observation period time synchronization wind coefficients article 2015 ftnrccanada 2021-09-01T06:28:24Z We have examined the ice loading forces on two piers of the Confederation Bridge during the 2012-13 ice season using the updated NRC ice load monitoring system. The new system allows better time synchronization of the tiltmeter and video data from each pier as well as the anemometer. The new system has allowed for the analysis of two large ice loading events simultaneously occurring at two adjacent Confederation Bridge piers and discussion of the relation between the forces on each pier during the events. The maximum load on a single pier was 3640 kN, when a large flow with embedded ridges stalled against two adjacent piers on April 6th, 2013. The maximum total load on the two adjacent piers was 5130 kN, fifty-six minutes after the single pier maximum. General statistics on the ice loads during a subset of the ice season were performed. Average ice loads during our observation period were 150 - 200 kN. Further refinement of the ice load and wind coefficients used at the NRC monitored bridge piers may be suggested from this work. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic National Research Council Canada: NRC Publications Archive
institution Open Polar
collection National Research Council Canada: NRC Publications Archive
op_collection_id ftnrccanada
language English
topic bridge piers
ice
loads (forces)
ocean engineering
Confederation Bridge
general statistics
maximum load
observation period
time synchronization
wind coefficients
spellingShingle bridge piers
ice
loads (forces)
ocean engineering
Confederation Bridge
general statistics
maximum load
observation period
time synchronization
wind coefficients
Poirier, L.
Babaei, H.
Frederking, R.
Statistical analysis of the ice loading events on the confederation bridge
topic_facet bridge piers
ice
loads (forces)
ocean engineering
Confederation Bridge
general statistics
maximum load
observation period
time synchronization
wind coefficients
description We have examined the ice loading forces on two piers of the Confederation Bridge during the 2012-13 ice season using the updated NRC ice load monitoring system. The new system allows better time synchronization of the tiltmeter and video data from each pier as well as the anemometer. The new system has allowed for the analysis of two large ice loading events simultaneously occurring at two adjacent Confederation Bridge piers and discussion of the relation between the forces on each pier during the events. The maximum load on a single pier was 3640 kN, when a large flow with embedded ridges stalled against two adjacent piers on April 6th, 2013. The maximum total load on the two adjacent piers was 5130 kN, fifty-six minutes after the single pier maximum. General statistics on the ice loads during a subset of the ice season were performed. Average ice loads during our observation period were 150 - 200 kN. Further refinement of the ice load and wind coefficients used at the NRC monitored bridge piers may be suggested from this work. Peer reviewed: Yes NRC publication: Yes
format Article in Journal/Newspaper
author Poirier, L.
Babaei, H.
Frederking, R.
author_facet Poirier, L.
Babaei, H.
Frederking, R.
author_sort Poirier, L.
title Statistical analysis of the ice loading events on the confederation bridge
title_short Statistical analysis of the ice loading events on the confederation bridge
title_full Statistical analysis of the ice loading events on the confederation bridge
title_fullStr Statistical analysis of the ice loading events on the confederation bridge
title_full_unstemmed Statistical analysis of the ice loading events on the confederation bridge
title_sort statistical analysis of the ice loading events on the confederation bridge
publisher Lulea University of Technology
publishDate 2015
url https://nrc-publications.canada.ca/eng/view/object/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937
https://nrc-publications.canada.ca/fra/voir/objet/?id=c2abc5aa-ec44-45d1-b990-6e7e24e4c937
genre Arctic
genre_facet Arctic
op_relation issn:0376-6756
issn:2077-7841
POAC 15: Proceedings of the 23rd International Conference on Port and Ocean Engineering under Arctic Conditions, Conference on Port and Ocean Engineering under Arctic Conditions, June 14-18, 2015, Trondheim, Norway, Publication date: 2015
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