Probability-based seismic safety evaluation of existing buildings
A probabilistic second-moment seismic safety measure is proposed and the seismic safety of eleven existing buildings is evaluated. These buildings are analyzed using lumped-mass models and the seismic hazard at each building site is estimated by utilizing an available probability-based seismic hazar...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 1997-09, Vol.19 (9), p.708-717 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 717 |
|---|---|
| container_issue | 9 |
| container_start_page | 708 |
| container_title | Engineering structures |
| container_volume | 19 |
| creator | Kanda, Jun Iwasaki, Ryoji Kobayashi, Hajime Ellingwood, Bruce R. |
| description | A probabilistic second-moment seismic safety measure is proposed and the seismic safety of eleven existing buildings is evaluated. These buildings are analyzed using lumped-mass models and the seismic hazard at each building site is estimated by utilizing an available probability-based seismic hazard map. Results for the distribution of the safety measure with story level suggest that significant damage may be concentrated only in a few stories in some buildings. Second-moment seismic margin indices for some buildings are relatively high, while lower seismic margins result for others, perhaps due to underestimation of the ultimate limit state resistance. The feasibility of the procedure for evaluating seismic safety of existing buildings is demonstrated. |
| doi_str_mv | 10.1016/S0141-0296(96)00155-1 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27281286</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029696001551</els_id><sourcerecordid>16072268</sourcerecordid><originalsourceid>FETCH-LOGICAL-c511t-b73163c496a9f544a667767f52481ef246c1c4e1ff4734e68e1e74dad365e5933</originalsourceid><addsrcrecordid>eNqFkE1LxDAQhoMouK7-BKEHET1UM_lsTyLiFwgK6jmk6UQi3VYzXXH_vdUVr8LAzOF554WHsX3gJ8DBnD5yUFByUZuj2hxzDlqXsMFmUFlZWinkJpv9Idtsh-iVcy6qis_Y-UMeGt-kLo2rsvGEbUGYaJFCQT7iuCrww3dLP6ahL4ZY4GeiMfUvRbNMXTsdtMu2ou8I9373nD1fXT5d3JR399e3F-d3ZdAAY9lYCUYGVRtfR62UN8ZaY6MWqgKMQpkAQSHEqKxUaCoEtKr1rTQadS3lnB2u_77l4X2JNLpFooBd53scluSEFRWIyvwLguFWCFNNoF6DIQ9EGaN7y2nh88oBd99m3Y9Z963NTfNj1sGUO_gt8BR8F7PvQ6K_sLCSg9QTdrbGcLLykTA7Cgn7gG3KGEbXDumfoi_ltYv7</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>16072268</pqid></control><display><type>article</type><title>Probability-based seismic safety evaluation of existing buildings</title><source>Elsevier ScienceDirect Journals</source><creator>Kanda, Jun ; Iwasaki, Ryoji ; Kobayashi, Hajime ; Ellingwood, Bruce R.</creator><creatorcontrib>Kanda, Jun ; Iwasaki, Ryoji ; Kobayashi, Hajime ; Ellingwood, Bruce R.</creatorcontrib><description>A probabilistic second-moment seismic safety measure is proposed and the seismic safety of eleven existing buildings is evaluated. These buildings are analyzed using lumped-mass models and the seismic hazard at each building site is estimated by utilizing an available probability-based seismic hazard map. Results for the distribution of the safety measure with story level suggest that significant damage may be concentrated only in a few stories in some buildings. Second-moment seismic margin indices for some buildings are relatively high, while lower seismic margins result for others, perhaps due to underestimation of the ultimate limit state resistance. The feasibility of the procedure for evaluating seismic safety of existing buildings is demonstrated.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/S0141-0296(96)00155-1</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; inelastic response analysis ; reliability index ; seismic hazard ; seismic safety ; Stresses. Safety ; Structural analysis. Stresses ; ultimate limit state</subject><ispartof>Engineering structures, 1997-09, Vol.19 (9), p.708-717</ispartof><rights>1997</rights><rights>1997 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c511t-b73163c496a9f544a667767f52481ef246c1c4e1ff4734e68e1e74dad365e5933</citedby><cites>FETCH-LOGICAL-c511t-b73163c496a9f544a667767f52481ef246c1c4e1ff4734e68e1e74dad365e5933</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029696001551$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65534</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=2730135$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Kanda, Jun</creatorcontrib><creatorcontrib>Iwasaki, Ryoji</creatorcontrib><creatorcontrib>Kobayashi, Hajime</creatorcontrib><creatorcontrib>Ellingwood, Bruce R.</creatorcontrib><title>Probability-based seismic safety evaluation of existing buildings</title><title>Engineering structures</title><description>A probabilistic second-moment seismic safety measure is proposed and the seismic safety of eleven existing buildings is evaluated. These buildings are analyzed using lumped-mass models and the seismic hazard at each building site is estimated by utilizing an available probability-based seismic hazard map. Results for the distribution of the safety measure with story level suggest that significant damage may be concentrated only in a few stories in some buildings. Second-moment seismic margin indices for some buildings are relatively high, while lower seismic margins result for others, perhaps due to underestimation of the ultimate limit state resistance. The feasibility of the procedure for evaluating seismic safety of existing buildings is demonstrated.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>inelastic response analysis</subject><subject>reliability index</subject><subject>seismic hazard</subject><subject>seismic safety</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>ultimate limit state</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1997</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LxDAQhoMouK7-BKEHET1UM_lsTyLiFwgK6jmk6UQi3VYzXXH_vdUVr8LAzOF554WHsX3gJ8DBnD5yUFByUZuj2hxzDlqXsMFmUFlZWinkJpv9Idtsh-iVcy6qis_Y-UMeGt-kLo2rsvGEbUGYaJFCQT7iuCrww3dLP6ahL4ZY4GeiMfUvRbNMXTsdtMu2ou8I9373nD1fXT5d3JR399e3F-d3ZdAAY9lYCUYGVRtfR62UN8ZaY6MWqgKMQpkAQSHEqKxUaCoEtKr1rTQadS3lnB2u_77l4X2JNLpFooBd53scluSEFRWIyvwLguFWCFNNoF6DIQ9EGaN7y2nh88oBd99m3Y9Z963NTfNj1sGUO_gt8BR8F7PvQ6K_sLCSg9QTdrbGcLLykTA7Cgn7gG3KGEbXDumfoi_ltYv7</recordid><startdate>19970901</startdate><enddate>19970901</enddate><creator>Kanda, Jun</creator><creator>Iwasaki, Ryoji</creator><creator>Kobayashi, Hajime</creator><creator>Ellingwood, Bruce R.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7T2</scope><scope>7U2</scope><scope>C1K</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope></search><sort><creationdate>19970901</creationdate><title>Probability-based seismic safety evaluation of existing buildings</title><author>Kanda, Jun ; Iwasaki, Ryoji ; Kobayashi, Hajime ; Ellingwood, Bruce R.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c511t-b73163c496a9f544a667767f52481ef246c1c4e1ff4734e68e1e74dad365e5933</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1997</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Exact sciences and technology</topic><topic>inelastic response analysis</topic><topic>reliability index</topic><topic>seismic hazard</topic><topic>seismic safety</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>ultimate limit state</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kanda, Jun</creatorcontrib><creatorcontrib>Iwasaki, Ryoji</creatorcontrib><creatorcontrib>Kobayashi, Hajime</creatorcontrib><creatorcontrib>Ellingwood, Bruce R.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Health and Safety Science Abstracts (Full archive)</collection><collection>Safety Science and Risk</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kanda, Jun</au><au>Iwasaki, Ryoji</au><au>Kobayashi, Hajime</au><au>Ellingwood, Bruce R.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Probability-based seismic safety evaluation of existing buildings</atitle><jtitle>Engineering structures</jtitle><date>1997-09-01</date><risdate>1997</risdate><volume>19</volume><issue>9</issue><spage>708</spage><epage>717</epage><pages>708-717</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>A probabilistic second-moment seismic safety measure is proposed and the seismic safety of eleven existing buildings is evaluated. These buildings are analyzed using lumped-mass models and the seismic hazard at each building site is estimated by utilizing an available probability-based seismic hazard map. Results for the distribution of the safety measure with story level suggest that significant damage may be concentrated only in a few stories in some buildings. Second-moment seismic margin indices for some buildings are relatively high, while lower seismic margins result for others, perhaps due to underestimation of the ultimate limit state resistance. The feasibility of the procedure for evaluating seismic safety of existing buildings is demonstrated.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/S0141-0296(96)00155-1</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 1997-09, Vol.19 (9), p.708-717 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_27281286 |
| source | Elsevier ScienceDirect Journals |
| subjects | Applied sciences Buildings. Public works Exact sciences and technology inelastic response analysis reliability index seismic hazard seismic safety Stresses. Safety Structural analysis. Stresses ultimate limit state |
| title | Probability-based seismic safety evaluation of existing buildings |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-15T16%3A14%3A56IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Probability-based%20seismic%20safety%20evaluation%20of%20existing%20buildings&rft.jtitle=Engineering%20structures&rft.au=Kanda,%20Jun&rft.date=1997-09-01&rft.volume=19&rft.issue=9&rft.spage=708&rft.epage=717&rft.pages=708-717&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/S0141-0296(96)00155-1&rft_dat=%3Cproquest_cross%3E16072268%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=16072268&rft_id=info:pmid/&rft_els_id=S0141029696001551&rfr_iscdi=true |