Experimental evaluation of structural model and ground motion characteristics effects on RC bridge piers
Experimental evaluation of structural model and ground motion characteristics effects on RC bridge piers
This study reports a set of benchmark shaking table tests of four large-scale RC columns. Three of columns have identical design dimensions and details. They are subjected to three difference ground motions: (i) a near-field without pulse record, (ii) a near-field pulse-like record and (iii) a far-field record. All three records are spectrally matched to a common elastic spectrum. These particular benchmark column tests are designed to explore the influence of non-ergodic properties of the ground motion time-series on the seismic performance of RC bridge piers. The fourth column is identical in geometry and main-reinforcement detailing, however, it is lightly confined with larger horizontal ties spacing. The same far-field ground motion is used to test this column to examine the confinement effects on RC bridge piers during an earthquake.
Kashani, Mohammad
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Ge, Xiao
10e10ee6-c5d4-4891-83e6-e430f170ce95
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9
18 June 2018
Kashani, Mohammad
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Ge, Xiao
10e10ee6-c5d4-4891-83e6-e430f170ce95
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9
Kashani, Mohammad, Ge, Xiao and Alexander, Nicholas A.
(2018)
Experimental evaluation of structural model and ground motion characteristics effects on RC bridge piers.
In Proceedings of 16th European Conference on Earthquake Engineering, Thessaloniki, Greece.
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Conference or Workshop Item
(Paper)
Abstract
This study reports a set of benchmark shaking table tests of four large-scale RC columns. Three of columns have identical design dimensions and details. They are subjected to three difference ground motions: (i) a near-field without pulse record, (ii) a near-field pulse-like record and (iii) a far-field record. All three records are spectrally matched to a common elastic spectrum. These particular benchmark column tests are designed to explore the influence of non-ergodic properties of the ground motion time-series on the seismic performance of RC bridge piers. The fourth column is identical in geometry and main-reinforcement detailing, however, it is lightly confined with larger horizontal ties spacing. The same far-field ground motion is used to test this column to examine the confinement effects on RC bridge piers during an earthquake.
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Published date: 18 June 2018
Venue - Dates:
European Conference on Earthquake Engineering, , Thessaloniki, Greece, 2018-06-18 - 2018-06-21
Identifiers
Local EPrints ID: 439662
URI: http://eprints.soton.ac.uk/id/eprint/439662
PURE UUID: 4128c3be-e66e-4fb5-bfd2-252285ba4a11
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Date deposited: 29 Apr 2020 16:30
Last modified: 23 Apr 2024 01:51
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Contributors
Author:
Xiao Ge
Author:
Nicholas A. Alexander
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