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Article: Cursory seismic drift assessment for buildings in moderate seismicity regions
Title | Cursory seismic drift assessment for buildings in moderate seismicity regions |
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Authors | |
Keywords | Chord rotation angle Coupling beams Displacement-based Inter-storey drift Response spectrum Rock site Seismic hazard assessment Soil site |
Issue Date | 2007 |
Publisher | Multidisciplinary 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? |
Abstract | This 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 Identifier | http://hdl.handle.net/10722/70850 |
ISSN | 2023 Impact Factor: 2.6 2023 SCImago Journal Rankings: 0.426 |
ISI Accession Number ID | |
References | |
Grants |
DC Field | Value | Language |
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dc.contributor.author | Yong, Z | en_HK |
dc.contributor.author | Su, RKL | en_HK |
dc.contributor.author | Fulin, Z | en_HK |
dc.date.accessioned | 2010-09-06T06:26:41Z | - |
dc.date.available | 2010-09-06T06:26:41Z | - |
dc.date.issued | 2007 | en_HK |
dc.identifier.citation | Earthquake Engineering And Engineering Vibration, 2007, v. 6 n. 1, p. 85-97 | en_HK |
dc.identifier.issn | 1671-3664 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/70850 | - |
dc.description.abstract | This 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.language | eng | en_HK |
dc.publisher | Multidisciplinary Center for Earthquake Engineering Research. The Journal's web site is located at http://mceer.buffalo.edu/eeev | en_HK |
dc.relation.ispartof | Earthquake Engineering and Engineering Vibration | en_HK |
dc.subject | Chord rotation angle | en_HK |
dc.subject | Coupling beams | en_HK |
dc.subject | Displacement-based | en_HK |
dc.subject | Inter-storey drift | en_HK |
dc.subject | Response spectrum | en_HK |
dc.subject | Rock site | en_HK |
dc.subject | Seismic hazard assessment | en_HK |
dc.subject | Soil site | en_HK |
dc.title | Cursory seismic drift assessment for buildings in moderate seismicity regions | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://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+regions | en_HK |
dc.identifier.email | Su, RKL:klsu@hkucc.hku.hk | en_HK |
dc.identifier.authority | Su, RKL=rp00072 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1007/s11803-007-0673-y | en_HK |
dc.identifier.scopus | eid_2-s2.0-38949169868 | en_HK |
dc.identifier.hkuros | 128221 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-38949169868&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 6 | en_HK |
dc.identifier.issue | 1 | en_HK |
dc.identifier.spage | 85 | en_HK |
dc.identifier.epage | 97 | en_HK |
dc.identifier.isi | WOS:000255123100010 | - |
dc.publisher.place | United States | en_HK |
dc.relation.project | Reinforced concrete coupling beams with embedded steel plate | - |
dc.identifier.scopusauthorid | Yong, Z=36720614100 | en_HK |
dc.identifier.scopusauthorid | Su, RKL=7102627096 | en_HK |
dc.identifier.scopusauthorid | Fulin, Z=23488208700 | en_HK |
dc.identifier.issnl | 1671-3664 | - |