Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation
Sensitivity Analysis (SA) has very important implications in terms of model assessment. It is an important part of reliability studies as well. This paper presents global SA using High Dimensional Model Representation (HDMR) on a mesoscale model of unreinforced masonry shear wall. The mesoscale mode...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 2011-04, Vol.33 (4), p.1316-1325 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1325 |
|---|---|
| container_issue | 4 |
| container_start_page | 1316 |
| container_title | Engineering structures |
| container_volume | 33 |
| creator | Mukherjee, D. Rao, B.N. Meher Prasad, A. |
| description | Sensitivity Analysis (SA) has very important implications in terms of model assessment. It is an important part of reliability studies as well. This paper presents global SA using High Dimensional Model Representation (HDMR) on a mesoscale model of unreinforced masonry shear wall. The mesoscale model contains both geometric as well as material nonlinearity. Prior to performing global SA: (a) mesh sensitivity study in order to determine the optimum mesh size; and (b) experimental validation of the finite element simulation using the data available in the literature, are conducted. The ability of two major variations of HDMR, namely RS (Random Sampling)-HDMR and Cut-HDMR, for conducting global SA is explored, first by solving analytical problem and later by analyzing the mesoscale model of unreinforced shear wall. From the study, recommendations are made to obtain the sensitive parameters of an unreinforced masonry structure with minimal computational effort. |
| doi_str_mv | 10.1016/j.engstruct.2011.01.008 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_860377346</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029611000228</els_id><sourcerecordid>860377346</sourcerecordid><originalsourceid>FETCH-LOGICAL-c410t-15d382bad05fd6263ee1de782e2e99842572de5775ed5ae38b0dde657f2401e83</originalsourceid><addsrcrecordid>eNqFkUFrGzEQhUVJIU7S3xBdSntZdyTtSvIxhCYtBHppzkJezToyu5Kr2Q3431fGIccWBgaGb94b5jF2K2AtQOhv-zWmHc1l6ee1BCHWUAvsB7YS1qjGKKku2ApEKxqQG33Jroj2ACCthRWLj2Pe-pETJopzfI3zkfvkxyNF4nngSyoY05BLj4FPnnIqR352WwryhWLa8Ze4e-EhTieNXJf5lAOOvOChYBWe_VzHN-zj4EfCT2_9mj0_fP99_6N5-vX48_7uqelbAXMjuqCs3PoA3RC01ApRBDRWosTNxrayMzJgZ0yHofOo7BZCQN2ZQbYg0Kpr9uWseyj5z4I0uylSj-PoE-aFnNWgjFGtruTXf5LCWC2F7mRbUXNG-5KJCg7uUOLky9EJcKcY3N69x-BOMTioBadzPr-ZeOr9OBSf-kjv61JtWmukrNzdmcP6m9eIxVEfMdW3x4JVM-T4X6-_0d2lPw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1786216524</pqid></control><display><type>article</type><title>Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation</title><source>ScienceDirect Journals (5 years ago - present)</source><creator>Mukherjee, D. ; Rao, B.N. ; Meher Prasad, A.</creator><creatorcontrib>Mukherjee, D. ; Rao, B.N. ; Meher Prasad, A.</creatorcontrib><description>Sensitivity Analysis (SA) has very important implications in terms of model assessment. It is an important part of reliability studies as well. This paper presents global SA using High Dimensional Model Representation (HDMR) on a mesoscale model of unreinforced masonry shear wall. The mesoscale model contains both geometric as well as material nonlinearity. Prior to performing global SA: (a) mesh sensitivity study in order to determine the optimum mesh size; and (b) experimental validation of the finite element simulation using the data available in the literature, are conducted. The ability of two major variations of HDMR, namely RS (Random Sampling)-HDMR and Cut-HDMR, for conducting global SA is explored, first by solving analytical problem and later by analyzing the mesoscale model of unreinforced shear wall. From the study, recommendations are made to obtain the sensitive parameters of an unreinforced masonry structure with minimal computational effort.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2011.01.008</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Computation methods. Tables. Charts ; Construction (buildings and works) ; Exact sciences and technology ; Finite element method ; HDMR ; Masonry ; Masonry structure ; Mathematical analysis ; Mathematical models ; Mesoscale modeling ; Method of Sobol ; Optimization ; Representations ; Sensitivity analysis ; Shear ; Structural analysis. Stresses ; Unreinforced masonry ; Walls</subject><ispartof>Engineering structures, 2011-04, Vol.33 (4), p.1316-1325</ispartof><rights>2011 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c410t-15d382bad05fd6263ee1de782e2e99842572de5775ed5ae38b0dde657f2401e83</citedby><cites>FETCH-LOGICAL-c410t-15d382bad05fd6263ee1de782e2e99842572de5775ed5ae38b0dde657f2401e83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2011.01.008$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3541,27915,27916,45986</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23948722$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Mukherjee, D.</creatorcontrib><creatorcontrib>Rao, B.N.</creatorcontrib><creatorcontrib>Meher Prasad, A.</creatorcontrib><title>Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation</title><title>Engineering structures</title><description>Sensitivity Analysis (SA) has very important implications in terms of model assessment. It is an important part of reliability studies as well. This paper presents global SA using High Dimensional Model Representation (HDMR) on a mesoscale model of unreinforced masonry shear wall. The mesoscale model contains both geometric as well as material nonlinearity. Prior to performing global SA: (a) mesh sensitivity study in order to determine the optimum mesh size; and (b) experimental validation of the finite element simulation using the data available in the literature, are conducted. The ability of two major variations of HDMR, namely RS (Random Sampling)-HDMR and Cut-HDMR, for conducting global SA is explored, first by solving analytical problem and later by analyzing the mesoscale model of unreinforced shear wall. From the study, recommendations are made to obtain the sensitive parameters of an unreinforced masonry structure with minimal computational effort.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Finite element method</subject><subject>HDMR</subject><subject>Masonry</subject><subject>Masonry structure</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Mesoscale modeling</subject><subject>Method of Sobol</subject><subject>Optimization</subject><subject>Representations</subject><subject>Sensitivity analysis</subject><subject>Shear</subject><subject>Structural analysis. Stresses</subject><subject>Unreinforced masonry</subject><subject>Walls</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNqFkUFrGzEQhUVJIU7S3xBdSntZdyTtSvIxhCYtBHppzkJezToyu5Kr2Q3431fGIccWBgaGb94b5jF2K2AtQOhv-zWmHc1l6ee1BCHWUAvsB7YS1qjGKKku2ApEKxqQG33Jroj2ACCthRWLj2Pe-pETJopzfI3zkfvkxyNF4nngSyoY05BLj4FPnnIqR352WwryhWLa8Ze4e-EhTieNXJf5lAOOvOChYBWe_VzHN-zj4EfCT2_9mj0_fP99_6N5-vX48_7uqelbAXMjuqCs3PoA3RC01ApRBDRWosTNxrayMzJgZ0yHofOo7BZCQN2ZQbYg0Kpr9uWseyj5z4I0uylSj-PoE-aFnNWgjFGtruTXf5LCWC2F7mRbUXNG-5KJCg7uUOLky9EJcKcY3N69x-BOMTioBadzPr-ZeOr9OBSf-kjv61JtWmukrNzdmcP6m9eIxVEfMdW3x4JVM-T4X6-_0d2lPw</recordid><startdate>20110401</startdate><enddate>20110401</enddate><creator>Mukherjee, D.</creator><creator>Rao, B.N.</creator><creator>Meher Prasad, A.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20110401</creationdate><title>Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation</title><author>Mukherjee, D. ; Rao, B.N. ; Meher Prasad, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c410t-15d382bad05fd6263ee1de782e2e99842572de5775ed5ae38b0dde657f2401e83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Finite element method</topic><topic>HDMR</topic><topic>Masonry</topic><topic>Masonry structure</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Mesoscale modeling</topic><topic>Method of Sobol</topic><topic>Optimization</topic><topic>Representations</topic><topic>Sensitivity analysis</topic><topic>Shear</topic><topic>Structural analysis. Stresses</topic><topic>Unreinforced masonry</topic><topic>Walls</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mukherjee, D.</creatorcontrib><creatorcontrib>Rao, B.N.</creatorcontrib><creatorcontrib>Meher Prasad, A.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mukherjee, D.</au><au>Rao, B.N.</au><au>Meher Prasad, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation</atitle><jtitle>Engineering structures</jtitle><date>2011-04-01</date><risdate>2011</risdate><volume>33</volume><issue>4</issue><spage>1316</spage><epage>1325</epage><pages>1316-1325</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>Sensitivity Analysis (SA) has very important implications in terms of model assessment. It is an important part of reliability studies as well. This paper presents global SA using High Dimensional Model Representation (HDMR) on a mesoscale model of unreinforced masonry shear wall. The mesoscale model contains both geometric as well as material nonlinearity. Prior to performing global SA: (a) mesh sensitivity study in order to determine the optimum mesh size; and (b) experimental validation of the finite element simulation using the data available in the literature, are conducted. The ability of two major variations of HDMR, namely RS (Random Sampling)-HDMR and Cut-HDMR, for conducting global SA is explored, first by solving analytical problem and later by analyzing the mesoscale model of unreinforced shear wall. From the study, recommendations are made to obtain the sensitive parameters of an unreinforced masonry structure with minimal computational effort.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2011.01.008</doi><tpages>10</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2011-04, Vol.33 (4), p.1316-1325 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_860377346 |
| source | ScienceDirect Journals (5 years ago - present) |
| subjects | Applied sciences Building structure Buildings. Public works Computation methods. Tables. Charts Construction (buildings and works) Exact sciences and technology Finite element method HDMR Masonry Masonry structure Mathematical analysis Mathematical models Mesoscale modeling Method of Sobol Optimization Representations Sensitivity analysis Shear Structural analysis. Stresses Unreinforced masonry Walls |
| title | Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-15T02%3A20%3A36IST&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=Global%20sensitivity%20analysis%20of%20unreinforced%20masonry%20structure%20using%20high%20dimensional%20model%20representation&rft.jtitle=Engineering%20structures&rft.au=Mukherjee,%20D.&rft.date=2011-04-01&rft.volume=33&rft.issue=4&rft.spage=1316&rft.epage=1325&rft.pages=1316-1325&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2011.01.008&rft_dat=%3Cproquest_cross%3E860377346%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=1786216524&rft_id=info:pmid/&rft_els_id=S0141029611000228&rfr_iscdi=true |