Estimation of system-level ductility demands for multi-story structures
System-level ductility is an essential factor for earthquake resistant design of structures. It is related to the response modification factor (or force reduction factor), commonly used in aseismic design procedures. The ductility demands for single-degree-of-freedom structures or individual structu...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 1997-12, Vol.19 (12), p.1025-1035 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1035 |
|---|---|
| container_issue | 12 |
| container_start_page | 1025 |
| container_title | Engineering structures |
| container_volume | 19 |
| creator | Lee, Dong-Guen Song, Jong-Keol Yun, Chung-Bang |
| description | System-level ductility is an essential factor for earthquake resistant design of structures. It is related to the response modification factor (or force reduction factor), commonly used in aseismic design procedures. The ductility demands for single-degree-of-freedom structures or individual structural members can be determined easily. However, there is no established method of determining the ductility demands for structural systems. The object of this study is to develop a method for the estimation of the ductility demand at the structural system level. The validity of the proposed method has been examined for several cases of different structures and different earthquake excitations. |
| doi_str_mv | 10.1016/S0141-0296(97)00010-2 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27359522</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029697000102</els_id><sourcerecordid>27359522</sourcerecordid><originalsourceid>FETCH-LOGICAL-c367t-507cba83a5346153bec962f7419dc66b470babd4ac55229c498be8744b5f2c3f3</originalsourceid><addsrcrecordid>eNqFkEtLw0AUhQdRsFZ_gpCFiC6i80hmMiuRUqtQcKGuh8nkBkbyqHMnhfx701a6dXU337mH8xFyzegDo0w-flCWsZRyLe-0uqeUMpryEzJjhRKpElycktkROScXiN8TxIuCzshqidG3Nvq-S_o6wREjtGkDW2iSanDRNz6OSQWt7SpM6j4k7dBEn2Lsw5hgDBMzBMBLclbbBuHq787J18vyc_Gart9Xb4vndeqEVDHNqXKlLYTNRSZZLkpwWvJaZUxXTsoyU7S0ZZVZl-eca5fpooRCZVmZ19yJWszJ7eHvJvQ_A2A0rUcHTWM76Ac0XIlcT9EJzA-gCz1igNpswjQ0jIZRs9Nm9trMzonRyuy1mV3u5q_AorNNHWznPB7DvJBMCj1hTwcMprFbD8Gg89A5qHwAF03V-3-KfgGPE4Ho</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27359522</pqid></control><display><type>article</type><title>Estimation of system-level ductility demands for multi-story structures</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Lee, Dong-Guen ; Song, Jong-Keol ; Yun, Chung-Bang</creator><creatorcontrib>Lee, Dong-Guen ; Song, Jong-Keol ; Yun, Chung-Bang</creatorcontrib><description>System-level ductility is an essential factor for earthquake resistant design of structures. It is related to the response modification factor (or force reduction factor), commonly used in aseismic design procedures. The ductility demands for single-degree-of-freedom structures or individual structural members can be determined easily. However, there is no established method of determining the ductility demands for structural systems. The object of this study is to develop a method for the estimation of the ductility demand at the structural system level. The validity of the proposed method has been examined for several cases of different structures and different earthquake excitations.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/S0141-0296(97)00010-2</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings ; Buildings. Public works ; earthquake resistant design ; equivalent SDOF system ; Exact sciences and technology ; High rise building ; multistory structure ; representative response ; seismic energy ; system-level ductility demand ; Types of buildings</subject><ispartof>Engineering structures, 1997-12, Vol.19 (12), p.1025-1035</ispartof><rights>1997</rights><rights>1997 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c367t-507cba83a5346153bec962f7419dc66b470babd4ac55229c498be8744b5f2c3f3</citedby><cites>FETCH-LOGICAL-c367t-507cba83a5346153bec962f7419dc66b470babd4ac55229c498be8744b5f2c3f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029697000102$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=2861639$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lee, Dong-Guen</creatorcontrib><creatorcontrib>Song, Jong-Keol</creatorcontrib><creatorcontrib>Yun, Chung-Bang</creatorcontrib><title>Estimation of system-level ductility demands for multi-story structures</title><title>Engineering structures</title><description>System-level ductility is an essential factor for earthquake resistant design of structures. It is related to the response modification factor (or force reduction factor), commonly used in aseismic design procedures. The ductility demands for single-degree-of-freedom structures or individual structural members can be determined easily. However, there is no established method of determining the ductility demands for structural systems. The object of this study is to develop a method for the estimation of the ductility demand at the structural system level. The validity of the proposed method has been examined for several cases of different structures and different earthquake excitations.</description><subject>Applied sciences</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>earthquake resistant design</subject><subject>equivalent SDOF system</subject><subject>Exact sciences and technology</subject><subject>High rise building</subject><subject>multistory structure</subject><subject>representative response</subject><subject>seismic energy</subject><subject>system-level ductility demand</subject><subject>Types of buildings</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1997</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLw0AUhQdRsFZ_gpCFiC6i80hmMiuRUqtQcKGuh8nkBkbyqHMnhfx701a6dXU337mH8xFyzegDo0w-flCWsZRyLe-0uqeUMpryEzJjhRKpElycktkROScXiN8TxIuCzshqidG3Nvq-S_o6wREjtGkDW2iSanDRNz6OSQWt7SpM6j4k7dBEn2Lsw5hgDBMzBMBLclbbBuHq787J18vyc_Gart9Xb4vndeqEVDHNqXKlLYTNRSZZLkpwWvJaZUxXTsoyU7S0ZZVZl-eca5fpooRCZVmZ19yJWszJ7eHvJvQ_A2A0rUcHTWM76Ac0XIlcT9EJzA-gCz1igNpswjQ0jIZRs9Nm9trMzonRyuy1mV3u5q_AorNNHWznPB7DvJBMCj1hTwcMprFbD8Gg89A5qHwAF03V-3-KfgGPE4Ho</recordid><startdate>19971201</startdate><enddate>19971201</enddate><creator>Lee, Dong-Guen</creator><creator>Song, Jong-Keol</creator><creator>Yun, Chung-Bang</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope></search><sort><creationdate>19971201</creationdate><title>Estimation of system-level ductility demands for multi-story structures</title><author>Lee, Dong-Guen ; Song, Jong-Keol ; Yun, Chung-Bang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c367t-507cba83a5346153bec962f7419dc66b470babd4ac55229c498be8744b5f2c3f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1997</creationdate><topic>Applied sciences</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>earthquake resistant design</topic><topic>equivalent SDOF system</topic><topic>Exact sciences and technology</topic><topic>High rise building</topic><topic>multistory structure</topic><topic>representative response</topic><topic>seismic energy</topic><topic>system-level ductility demand</topic><topic>Types of buildings</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lee, Dong-Guen</creatorcontrib><creatorcontrib>Song, Jong-Keol</creatorcontrib><creatorcontrib>Yun, Chung-Bang</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</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>Lee, Dong-Guen</au><au>Song, Jong-Keol</au><au>Yun, Chung-Bang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Estimation of system-level ductility demands for multi-story structures</atitle><jtitle>Engineering structures</jtitle><date>1997-12-01</date><risdate>1997</risdate><volume>19</volume><issue>12</issue><spage>1025</spage><epage>1035</epage><pages>1025-1035</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>System-level ductility is an essential factor for earthquake resistant design of structures. It is related to the response modification factor (or force reduction factor), commonly used in aseismic design procedures. The ductility demands for single-degree-of-freedom structures or individual structural members can be determined easily. However, there is no established method of determining the ductility demands for structural systems. The object of this study is to develop a method for the estimation of the ductility demand at the structural system level. The validity of the proposed method has been examined for several cases of different structures and different earthquake excitations.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/S0141-0296(97)00010-2</doi><tpages>11</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 1997-12, Vol.19 (12), p.1025-1035 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_27359522 |
| source | Elsevier ScienceDirect Journals Complete |
| subjects | Applied sciences Buildings Buildings. Public works earthquake resistant design equivalent SDOF system Exact sciences and technology High rise building multistory structure representative response seismic energy system-level ductility demand Types of buildings |
| title | Estimation of system-level ductility demands for multi-story structures |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-04T19%3A26%3A34IST&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=Estimation%20of%20system-level%20ductility%20demands%20for%20multi-story%20structures&rft.jtitle=Engineering%20structures&rft.au=Lee,%20Dong-Guen&rft.date=1997-12-01&rft.volume=19&rft.issue=12&rft.spage=1025&rft.epage=1035&rft.pages=1025-1035&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/S0141-0296(97)00010-2&rft_dat=%3Cproquest_cross%3E27359522%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=27359522&rft_id=info:pmid/&rft_els_id=S0141029697000102&rfr_iscdi=true |