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Article: Study on seismic behavior of brick masonry infilled reinforced concrete frame structures
Title | Study on seismic behavior of brick masonry infilled reinforced concrete frame structures |
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Authors | |
Issue Date | 1996 |
Citation | Earthquake Engineering And Engineering Vibration, 1996, v. 16 n. 1, p. 87-99 How to Cite? |
Abstract | A 1/3 scale model of infilled frame building was tested on shaking table using a sequence of simulated input motions of progressively increasing magnitude to ultimate failure. The dynamic properties and the corresponding changes as the structure degraded were also measured. Simplied methods and formulas for evaluation of the interstorey lateral stiffnesses and resistances of the infilled frames and seismic response analysis of multi-storey infilled frame structures are suggested. |
Persistent Identifier | http://hdl.handle.net/10722/150087 |
ISSN |
DC Field | Value | Language |
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dc.contributor.author | Kwan, AKH | en_US |
dc.contributor.author | Xia, JQ | en_US |
dc.date.accessioned | 2012-06-26T06:01:28Z | - |
dc.date.available | 2012-06-26T06:01:28Z | - |
dc.date.issued | 1996 | en_US |
dc.identifier.citation | Earthquake Engineering And Engineering Vibration, 1996, v. 16 n. 1, p. 87-99 | en_US |
dc.identifier.issn | 1000-1301 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150087 | - |
dc.description.abstract | A 1/3 scale model of infilled frame building was tested on shaking table using a sequence of simulated input motions of progressively increasing magnitude to ultimate failure. The dynamic properties and the corresponding changes as the structure degraded were also measured. Simplied methods and formulas for evaluation of the interstorey lateral stiffnesses and resistances of the infilled frames and seismic response analysis of multi-storey infilled frame structures are suggested. | en_US |
dc.language | eng | en_US |
dc.relation.ispartof | Earthquake Engineering and Engineering Vibration | en_US |
dc.title | Study on seismic behavior of brick masonry infilled reinforced concrete frame structures | en_US |
dc.type | Article | en_US |
dc.identifier.email | Kwan, AKH:khkwan@hkucc.hku.hk | en_US |
dc.identifier.authority | Kwan, AKH=rp00127 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0030466234 | en_US |
dc.identifier.volume | 16 | en_US |
dc.identifier.issue | 1 | en_US |
dc.identifier.spage | 87 | en_US |
dc.identifier.epage | 99 | en_US |
dc.publisher.place | China | en_US |
dc.identifier.scopusauthorid | Kwan, AKH=7101738204 | en_US |
dc.identifier.scopusauthorid | Xia, JQ=7402325431 | en_US |
dc.identifier.issnl | 1000-1301 | - |