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Article: Cursory seismic drift assessment for buildings in moderate seismicity regions

TitleCursory seismic drift assessment for buildings in moderate seismicity regions
Authors
KeywordsChord rotation angle
Coupling beams
Displacement-based
Inter-storey drift
Response spectrum
Rock site
Seismic hazard assessment
Soil site
Issue Date2007
PublisherMultidisciplinary Center for Earthquake Engineering Research. The Journal's web site is located at http://mceer.buffalo.edu/eeev
Citation
Earthquake Engineering And Engineering Vibration, 2007, v. 6 n. 1, p. 85-97 How to Cite?
AbstractThis paper outlines a methodology to assess the seismic drift of reinforced concrete buildings with limited structural and geotechnical information. Based on the latest and the most advanced research on predicting potential near-field and far field earthquakes affecting Hong Kong, the engineering response spectra for both rock and soil sites are derived. A new step-by-step procedure for displacement-based seismic hazard assessment of building structures is proposed to determine the maximum inter-storey drift demand for reinforced concrete buildings. The primary information required for this assessment is only the depth of the soft soil above bedrock and the height of the building. This procedure is further extended to assess the maximum chord rotation angle demand for the coupling beam of coupled shear wall or frame wall structures, which may be very critical when subjected to earthquake forces. An example is provided to illustrate calibration of the assessment procedure by using actual engineering structural models.
Persistent Identifierhttp://hdl.handle.net/10722/70850
ISSN
2015 Impact Factor: 0.814
2015 SCImago Journal Rankings: 0.475
ISI Accession Number ID
References
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DC FieldValueLanguage
dc.contributor.authorYong, Zen_HK
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorFulin, Zen_HK
dc.date.accessioned2010-09-06T06:26:41Z-
dc.date.available2010-09-06T06:26:41Z-
dc.date.issued2007en_HK
dc.identifier.citationEarthquake Engineering And Engineering Vibration, 2007, v. 6 n. 1, p. 85-97en_HK
dc.identifier.issn1671-3664en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70850-
dc.description.abstractThis paper outlines a methodology to assess the seismic drift of reinforced concrete buildings with limited structural and geotechnical information. Based on the latest and the most advanced research on predicting potential near-field and far field earthquakes affecting Hong Kong, the engineering response spectra for both rock and soil sites are derived. A new step-by-step procedure for displacement-based seismic hazard assessment of building structures is proposed to determine the maximum inter-storey drift demand for reinforced concrete buildings. The primary information required for this assessment is only the depth of the soft soil above bedrock and the height of the building. This procedure is further extended to assess the maximum chord rotation angle demand for the coupling beam of coupled shear wall or frame wall structures, which may be very critical when subjected to earthquake forces. An example is provided to illustrate calibration of the assessment procedure by using actual engineering structural models.en_HK
dc.languageengen_HK
dc.publisherMultidisciplinary Center for Earthquake Engineering Research. The Journal's web site is located at http://mceer.buffalo.edu/eeeven_HK
dc.relation.ispartofEarthquake Engineering and Engineering Vibrationen_HK
dc.subjectChord rotation angleen_HK
dc.subjectCoupling beamsen_HK
dc.subjectDisplacement-baseden_HK
dc.subjectInter-storey driften_HK
dc.subjectResponse spectrumen_HK
dc.subjectRock siteen_HK
dc.subjectSeismic hazard assessmenten_HK
dc.subjectSoil siteen_HK
dc.titleCursory seismic drift assessment for buildings in moderate seismicity regionsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1671-3664&volume=6&issue=1&spage=85&epage=97&date=2007&atitle=Cursory+seismic+drift+assessment+for+buildings+in+moderate+seismicity+regionsen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1007/s11803-007-0673-yen_HK
dc.identifier.scopuseid_2-s2.0-38949169868en_HK
dc.identifier.hkuros128221en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-38949169868&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume6en_HK
dc.identifier.issue1en_HK
dc.identifier.spage85en_HK
dc.identifier.epage97en_HK
dc.identifier.isiWOS:000255123100010-
dc.publisher.placeUnited Statesen_HK
dc.relation.projectReinforced concrete coupling beams with embedded steel plate-
dc.identifier.scopusauthoridYong, Z=36720614100en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridFulin, Z=23488208700en_HK

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