Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers

The seismic behavior and plasticity spreading of a neotype column-slab high pier are researched in this paper. Four scale model tests of a web slab with two boundary columns are carried out under cyclic inelastic lateral displacements simulating seismic response. The test results show that the neoty...

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Main Authors: YanQun Zhou, YeZhi Zhang, MeiXin Ye, MengSi Zhan
Format: Article
Language:English
Published: Wiley 2014-01-01
Series:The Scientific World Journal
Online Access:http://dx.doi.org/10.1155/2014/653247
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author YanQun Zhou
YeZhi Zhang
MeiXin Ye
MengSi Zhan
author_facet YanQun Zhou
YeZhi Zhang
MeiXin Ye
MengSi Zhan
author_sort YanQun Zhou
collection DOAJ
description The seismic behavior and plasticity spreading of a neotype column-slab high pier are researched in this paper. Four scale model tests of a web slab with two boundary columns are carried out under cyclic inelastic lateral displacements simulating seismic response. The test results show that the neotype column-slab high pier has strong and stable bearing capacity, good ductility, and energy dissipation capacity. The experimental values pertaining to the spread of plasticity are derived. An approach for deriving the spread of plasticity analytically is deduced and applied to the four tests. This method accurately assesses a pier’s spread of plasticity for most ductility levels. At nearly all ductility levels, the mean difference between analytical assessments of the spread of plasticity and results from 4 large-scale tests is 12% with a 9% coefficient of variation.
format Article
id doaj-art-20844124e72b4f5eb30ce1b527286343
institution Kabale University
issn 2356-6140
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language English
publishDate 2014-01-01
publisher Wiley
record_format Article
series The Scientific World Journal
spelling doaj-art-20844124e72b4f5eb30ce1b5272863432025-02-03T06:00:25ZengWileyThe Scientific World Journal2356-61401537-744X2014-01-01201410.1155/2014/653247653247Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High PiersYanQun Zhou0YeZhi Zhang1MeiXin Ye2MengSi Zhan3School of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaThe seismic behavior and plasticity spreading of a neotype column-slab high pier are researched in this paper. Four scale model tests of a web slab with two boundary columns are carried out under cyclic inelastic lateral displacements simulating seismic response. The test results show that the neotype column-slab high pier has strong and stable bearing capacity, good ductility, and energy dissipation capacity. The experimental values pertaining to the spread of plasticity are derived. An approach for deriving the spread of plasticity analytically is deduced and applied to the four tests. This method accurately assesses a pier’s spread of plasticity for most ductility levels. At nearly all ductility levels, the mean difference between analytical assessments of the spread of plasticity and results from 4 large-scale tests is 12% with a 9% coefficient of variation.http://dx.doi.org/10.1155/2014/653247
spellingShingle YanQun Zhou
YeZhi Zhang
MeiXin Ye
MengSi Zhan
Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
The Scientific World Journal
title Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
title_full Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
title_fullStr Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
title_full_unstemmed Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
title_short Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
title_sort seismic behavior and force displacement characterization of neotype column slab high piers
url http://dx.doi.org/10.1155/2014/653247
work_keys_str_mv AT yanqunzhou seismicbehaviorandforcedisplacementcharacterizationofneotypecolumnslabhighpiers
AT yezhizhang seismicbehaviorandforcedisplacementcharacterizationofneotypecolumnslabhighpiers
AT meixinye seismicbehaviorandforcedisplacementcharacterizationofneotypecolumnslabhighpiers
AT mengsizhan seismicbehaviorandforcedisplacementcharacterizationofneotypecolumnslabhighpiers