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- Publisher Website: 10.1002/eqe.3348
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Article: Resetting Response of Precast Segments with Gently Keyed Interface under Seismic Action
Title | Resetting Response of Precast Segments with Gently Keyed Interface under Seismic Action |
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Authors | |
Keywords | asymmetrical sliding systems earthquakes post‐peak stage segmental structures seismic behavior |
Issue Date | 2021 |
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922 |
Citation | Earthquake Engineering and Structural Dynamics, 2021, v. 50 n. 2, p. 601-618 How to Cite? |
Abstract | In an attempt to promote the use of precast segmental bridge columns in regions of moderate to high seismicity,sliding planar joints have been adopted to relieve the adverse effects of seismic action. However, despite the ability to survive an earthquake, the sliding segments often result in noticeable residual relative movements afterwards, which require costly repairs. To better understand the kinetic and self-centering performance of sliding segments with W-shaped gently keyed interface, the concept of sliding hysteresis center curve is put forward. A bidirectional asymmetrical pure sliding model is explored for better control of the self-centering ability, where the downslope slip caused by the energy at the post-peak stage of an earthquake may benefit the self-centering performance of asymmetrical sliding systems. A series of parametric studies using real earthquake records are then conducted to evaluate the effects of inclination θ and coefficient of friction μ at the interface on the dynamic response. It is found that the seismic excitations, especially the post-peak cycles, have profound influence on the residual displacement of an asymmetrical sliding system. With proper design, a W-shaped gently keyed sliding system can provide superior self-centering performance without affecting its seismic isolation ability during the peak stages of earthquakes. |
Persistent Identifier | http://hdl.handle.net/10722/288042 |
ISSN | 2021 Impact Factor: 4.060 2020 SCImago Journal Rankings: 2.218 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | LIU, Y | - |
dc.contributor.author | YUAN, Y | - |
dc.contributor.author | LIANG, F | - |
dc.contributor.author | Au, FTK | - |
dc.date.accessioned | 2020-10-05T12:07:01Z | - |
dc.date.available | 2020-10-05T12:07:01Z | - |
dc.date.issued | 2021 | - |
dc.identifier.citation | Earthquake Engineering and Structural Dynamics, 2021, v. 50 n. 2, p. 601-618 | - |
dc.identifier.issn | 0098-8847 | - |
dc.identifier.uri | http://hdl.handle.net/10722/288042 | - |
dc.description.abstract | In an attempt to promote the use of precast segmental bridge columns in regions of moderate to high seismicity,sliding planar joints have been adopted to relieve the adverse effects of seismic action. However, despite the ability to survive an earthquake, the sliding segments often result in noticeable residual relative movements afterwards, which require costly repairs. To better understand the kinetic and self-centering performance of sliding segments with W-shaped gently keyed interface, the concept of sliding hysteresis center curve is put forward. A bidirectional asymmetrical pure sliding model is explored for better control of the self-centering ability, where the downslope slip caused by the energy at the post-peak stage of an earthquake may benefit the self-centering performance of asymmetrical sliding systems. A series of parametric studies using real earthquake records are then conducted to evaluate the effects of inclination θ and coefficient of friction μ at the interface on the dynamic response. It is found that the seismic excitations, especially the post-peak cycles, have profound influence on the residual displacement of an asymmetrical sliding system. With proper design, a W-shaped gently keyed sliding system can provide superior self-centering performance without affecting its seismic isolation ability during the peak stages of earthquakes. | - |
dc.language | eng | - |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922 | - |
dc.relation.ispartof | Earthquake Engineering and Structural Dynamics | - |
dc.rights | Preprint This is the pre-peer reviewed version of the following article: [FULL CITE], which has been published in final form at [Link to final article using the DOI]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. Postprint This is the peer reviewed version of the following article: [FULL CITE], which has been published in final form at [Link to final article using the DOI]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. | - |
dc.subject | asymmetrical sliding systems | - |
dc.subject | earthquakes | - |
dc.subject | post‐peak stage | - |
dc.subject | segmental structures | - |
dc.subject | seismic behavior | - |
dc.title | Resetting Response of Precast Segments with Gently Keyed Interface under Seismic Action | - |
dc.type | Article | - |
dc.identifier.email | Au, FTK: francis.au@hku.hk | - |
dc.identifier.authority | Au, FTK=rp00083 | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1002/eqe.3348 | - |
dc.identifier.scopus | eid_2-s2.0-85090061220 | - |
dc.identifier.hkuros | 314647 | - |
dc.identifier.volume | 50 | - |
dc.identifier.issue | 2 | - |
dc.identifier.spage | 601 | - |
dc.identifier.epage | 618 | - |
dc.identifier.isi | WOS:000567275400001 | - |
dc.publisher.place | United Kingdom | - |
dc.identifier.issnl | 0098-8847 | - |