Structural Vulnerability of a Single-Layer Dome Based on Its Form
AbstractStructural vulnerability theory is a theory of structural form and connectivity. Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the w...
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Veröffentlicht in: | Journal of engineering mechanics 2014-01, Vol.140 (1), p.112-127 |
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description | AbstractStructural vulnerability theory is a theory of structural form and connectivity. Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the well-formedness of a structure. Load and structural form are studied in a unified theoretical framework to identify the potential weaknesses in such a structure under loading. A vulnerability analysis is then performed on three shake table test models of a single-layer reticulated dome built at a scale of 1:10 to determine its vulnerable failure scenarios. The results show that the collapse modes and the identified weaknesses of the structure predicted by the suggested method are consistent with the test results. This study verifies the effectiveness of the suggested method in determining the weaknesses and damage locations of the structure under load. |
doi_str_mv | 10.1061/(ASCE)EM.1943-7889.0000636 |
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Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the well-formedness of a structure. Load and structural form are studied in a unified theoretical framework to identify the potential weaknesses in such a structure under loading. A vulnerability analysis is then performed on three shake table test models of a single-layer reticulated dome built at a scale of 1:10 to determine its vulnerable failure scenarios. The results show that the collapse modes and the identified weaknesses of the structure predicted by the suggested method are consistent with the test results. This study verifies the effectiveness of the suggested method in determining the weaknesses and damage locations of the structure under load.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)EM.1943-7889.0000636</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>Damage detection ; Displacement ; Domes ; Failure analysis ; Shake table tests ; Structural forms ; Technical Papers ; Test procedures ; Vulnerability</subject><ispartof>Journal of engineering mechanics, 2014-01, Vol.140 (1), p.112-127</ispartof><rights>2014 American Society of Civil Engineers.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a342t-14c65a2d19626f2b4c50c411395e709c9d03c45fe751f8d03de67beea7a878193</citedby><cites>FETCH-LOGICAL-a342t-14c65a2d19626f2b4c50c411395e709c9d03c45fe751f8d03de67beea7a878193</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)EM.1943-7889.0000636$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0000636$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids></links><search><creatorcontrib>Nanhai, Zhu</creatorcontrib><creatorcontrib>Jihong, Ye</creatorcontrib><title>Structural Vulnerability of a Single-Layer Dome Based on Its Form</title><title>Journal of engineering mechanics</title><description>AbstractStructural vulnerability theory is a theory of structural form and connectivity. Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the well-formedness of a structure. Load and structural form are studied in a unified theoretical framework to identify the potential weaknesses in such a structure under loading. A vulnerability analysis is then performed on three shake table test models of a single-layer reticulated dome built at a scale of 1:10 to determine its vulnerable failure scenarios. The results show that the collapse modes and the identified weaknesses of the structure predicted by the suggested method are consistent with the test results. This study verifies the effectiveness of the suggested method in determining the weaknesses and damage locations of the structure under load.</description><subject>Damage detection</subject><subject>Displacement</subject><subject>Domes</subject><subject>Failure analysis</subject><subject>Shake table tests</subject><subject>Structural forms</subject><subject>Technical Papers</subject><subject>Test procedures</subject><subject>Vulnerability</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNp1kLFOwzAQhi0EEqXwDhZTGVLs2HFitlJSqNSKocBquc4FpXLiYidD356EVt245XSn_zvpPoTuKZlSIujjZLaZ5w_5ekolZ1GaZXJK-hJMXKDReXeJRiRlLJJMymt0E8KOEMqFFCM027S-M23ntcVfnW3A621lq_aAXYk13lTNt4VopQ_g8YurAT_rAAV2DV62AS-cr2_RValtgLtTH6PPRf4xf4tW76_L-WwVacbjNqLciETHBZUiFmW85SYhhlPKZAIpkUYWhBmelJAmtMz6oQCRbgF0qrM0o5KN0eR4d-_dTwehVXUVDFirG3BdUDQTPBEx-4s-HaPGuxA8lGrvq1r7g6JEDd6UGrypfK0GR2pwpE7eelgcYd1fVzvX-aZ_60z-D_4COgNwbw</recordid><startdate>20140101</startdate><enddate>20140101</enddate><creator>Nanhai, Zhu</creator><creator>Jihong, Ye</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20140101</creationdate><title>Structural Vulnerability of a Single-Layer Dome Based on Its Form</title><author>Nanhai, Zhu ; Jihong, Ye</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-14c65a2d19626f2b4c50c411395e709c9d03c45fe751f8d03de67beea7a878193</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Damage detection</topic><topic>Displacement</topic><topic>Domes</topic><topic>Failure analysis</topic><topic>Shake table tests</topic><topic>Structural forms</topic><topic>Technical Papers</topic><topic>Test procedures</topic><topic>Vulnerability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Nanhai, Zhu</creatorcontrib><creatorcontrib>Jihong, Ye</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Nanhai, Zhu</au><au>Jihong, Ye</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Structural Vulnerability of a Single-Layer Dome Based on Its Form</atitle><jtitle>Journal of engineering mechanics</jtitle><date>2014-01-01</date><risdate>2014</risdate><volume>140</volume><issue>1</issue><spage>112</spage><epage>127</epage><pages>112-127</pages><issn>0733-9399</issn><eissn>1943-7889</eissn><abstract>AbstractStructural vulnerability theory is a theory of structural form and connectivity. Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the well-formedness of a structure. Load and structural form are studied in a unified theoretical framework to identify the potential weaknesses in such a structure under loading. A vulnerability analysis is then performed on three shake table test models of a single-layer reticulated dome built at a scale of 1:10 to determine its vulnerable failure scenarios. The results show that the collapse modes and the identified weaknesses of the structure predicted by the suggested method are consistent with the test results. 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subjects | Damage detection Displacement Domes Failure analysis Shake table tests Structural forms Technical Papers Test procedures Vulnerability |
title | Structural Vulnerability of a Single-Layer Dome Based on Its Form |
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