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Article: Shake-table tests of large-scale shear wall and infilled frame models

TitleShake-table tests of large-scale shear wall and infilled frame models
Authors
Issue Date1995
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.com
Citation
Proceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1995, v. 110 n. 1, p. 66-77 How to Cite?
AbstractThree different types of wall construction scale models were tested dynamically to ultimate failure by subjecting each of them to a sequence of simulated earthquakes of progressively increasing magnitudes on a 5 m×5 m shaking table in order to evaluate and compare their seismic performance. The three models tested are: a reinforced concrete shear wall structure; a masonry infilled reinforced concrete frame structure; and a concrete infilled steel frame structure, all having the same dimensions and designed to represent typical wall constructions. From the shake table and small amplitude vibration tests, the seismic behavior, damage characteristics, structural degradations and dynamic shear strengths, etc., of the models are studied and compared.
Persistent Identifierhttp://hdl.handle.net/10722/150045
ISSN
2015 Impact Factor: 0.429
2015 SCImago Journal Rankings: 0.323

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_US
dc.contributor.authorXia, JQen_US
dc.date.accessioned2012-06-26T06:01:16Z-
dc.date.available2012-06-26T06:01:16Z-
dc.date.issued1995en_US
dc.identifier.citationProceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1995, v. 110 n. 1, p. 66-77en_US
dc.identifier.issn0965-0911en_US
dc.identifier.urihttp://hdl.handle.net/10722/150045-
dc.description.abstractThree different types of wall construction scale models were tested dynamically to ultimate failure by subjecting each of them to a sequence of simulated earthquakes of progressively increasing magnitudes on a 5 m×5 m shaking table in order to evaluate and compare their seismic performance. The three models tested are: a reinforced concrete shear wall structure; a masonry infilled reinforced concrete frame structure; and a concrete infilled steel frame structure, all having the same dimensions and designed to represent typical wall constructions. From the shake table and small amplitude vibration tests, the seismic behavior, damage characteristics, structural degradations and dynamic shear strengths, etc., of the models are studied and compared.en_US
dc.languageengen_US
dc.publisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.comen_US
dc.relation.ispartofProceedings of the Institution of Civil Engineers: Structures and Buildingsen_US
dc.rightsPermission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees-
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.titleShake-table tests of large-scale shear wall and infilled frame modelsen_US
dc.typeArticleen_US
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_US
dc.identifier.authorityKwan, AKH=rp00127en_US
dc.description.naturepublished_or_final_versionen_US
dc.identifier.doi10.1680/istbu.1995.27305-
dc.identifier.scopuseid_2-s2.0-0029255190en_US
dc.identifier.hkuros1119-
dc.identifier.volume110en_US
dc.identifier.issue1en_US
dc.identifier.spage66en_US
dc.identifier.epage77en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridKwan, AKH=7101738204en_US
dc.identifier.scopusauthoridXia, JQ=7402325431en_US

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