3-D pushover analysis of a collapsed reinforced concrete chimney
During the Izmit (Kocaeli) Earthquake of August 17, 1999, a 115 m high reinforced concrete chimney or heater stack, located at the Tüpras Refinery, collapsed. This stack was designed and constructed according to international standards and is representative of similar structures at refineries throug...
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| Veröffentlicht in: | Finite elements in analysis and design 2007-08, Vol.43 (11), p.879-887 |
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| container_title | Finite elements in analysis and design |
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| creator | Huang, Wei Gould, Phillip L. |
| description | During the Izmit (Kocaeli) Earthquake of August 17, 1999, a 115
m high reinforced concrete chimney or heater stack, located at the Tüpras Refinery, collapsed. This stack was designed and constructed according to international standards and is representative of similar structures at refineries throughout the world, including those in earthquake-prone regions. This structure is of particular interest because several similar chimneys at the site survived the shock with only moderate damage. The particular distinction of this chimney appears to be an unusually larger rectangular opening, located about
1
3
of the height above the base, which appeared to be the region of collapse initiation.
The main focus of the research is the dynamic response of the stack due to an earthquake motion recorded at a nearby site. A new 3-D pushover analysis procedure is proposed in this paper and the results will be compared with those of a nonlinear dynamic analysis.
Results are presented that show the importance of the 3-D interaction effects in the dynamic response of the stack. The results also confirm that the stack could readily fail under the considered earthquake and are consistent with the debris pattern. |
| doi_str_mv | 10.1016/j.finel.2007.05.005 |
| format | Article |
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m high reinforced concrete chimney or heater stack, located at the Tüpras Refinery, collapsed. This stack was designed and constructed according to international standards and is representative of similar structures at refineries throughout the world, including those in earthquake-prone regions. This structure is of particular interest because several similar chimneys at the site survived the shock with only moderate damage. The particular distinction of this chimney appears to be an unusually larger rectangular opening, located about
1
3
of the height above the base, which appeared to be the region of collapse initiation.
The main focus of the research is the dynamic response of the stack due to an earthquake motion recorded at a nearby site. A new 3-D pushover analysis procedure is proposed in this paper and the results will be compared with those of a nonlinear dynamic analysis.
Results are presented that show the importance of the 3-D interaction effects in the dynamic response of the stack. The results also confirm that the stack could readily fail under the considered earthquake and are consistent with the debris pattern.</description><identifier>ISSN: 0168-874X</identifier><identifier>EISSN: 1872-6925</identifier><identifier>DOI: 10.1016/j.finel.2007.05.005</identifier><identifier>CODEN: FEADEU</identifier><language>eng</language><publisher>Amsterdam: Elsevier B.V</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Chimney ; Computational techniques ; Construction (buildings and works) ; Exact sciences and technology ; Failure ; Finite element ; Finite-element and galerkin methods ; Fracture mechanics (crack, fatigue, damage...) ; Fundamental areas of phenomenology (including applications) ; Mathematical methods in physics ; Nonlinear 3-D pushover analysis ; Physics ; Reinforced concrete structure ; Solid mechanics ; Structural and continuum mechanics ; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><ispartof>Finite elements in analysis and design, 2007-08, Vol.43 (11), p.879-887</ispartof><rights>2007 Elsevier B.V.</rights><rights>2007 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c364t-f4a1566fc265b70d5f2a4fe956a6a516601bbc4bcf6a90b403e93324868012fe3</citedby><cites>FETCH-LOGICAL-c364t-f4a1566fc265b70d5f2a4fe956a6a516601bbc4bcf6a90b403e93324868012fe3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.finel.2007.05.005$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=19055917$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Huang, Wei</creatorcontrib><creatorcontrib>Gould, Phillip L.</creatorcontrib><title>3-D pushover analysis of a collapsed reinforced concrete chimney</title><title>Finite elements in analysis and design</title><description>During the Izmit (Kocaeli) Earthquake of August 17, 1999, a 115
m high reinforced concrete chimney or heater stack, located at the Tüpras Refinery, collapsed. This stack was designed and constructed according to international standards and is representative of similar structures at refineries throughout the world, including those in earthquake-prone regions. This structure is of particular interest because several similar chimneys at the site survived the shock with only moderate damage. The particular distinction of this chimney appears to be an unusually larger rectangular opening, located about
1
3
of the height above the base, which appeared to be the region of collapse initiation.
The main focus of the research is the dynamic response of the stack due to an earthquake motion recorded at a nearby site. A new 3-D pushover analysis procedure is proposed in this paper and the results will be compared with those of a nonlinear dynamic analysis.
Results are presented that show the importance of the 3-D interaction effects in the dynamic response of the stack. The results also confirm that the stack could readily fail under the considered earthquake and are consistent with the debris pattern.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Chimney</subject><subject>Computational techniques</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Failure</subject><subject>Finite element</subject><subject>Finite-element and galerkin methods</subject><subject>Fracture mechanics (crack, fatigue, damage...)</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Mathematical methods in physics</subject><subject>Nonlinear 3-D pushover analysis</subject><subject>Physics</subject><subject>Reinforced concrete structure</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>0168-874X</issn><issn>1872-6925</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNp9kD1PwzAQhi0EEqXwC1iywJZwdmwnGZBAfEuVWEBisxz3rLpK42CnlfrvcWklNqa74Xnv4yHkkkJBgcqbZWFdj13BAKoCRAEgjsiE1hXLZcPEMZkkqs7rin-dkrMYl5AIJvmE3JX5Yzas48JvMGS61902uph5m-nM-K7TQ8R5FtD11geTWuN7E3DEzCzcqsftOTmxuot4cahT8vn89PHwms_eX94e7me5KSUfc8s1FVJaw6RoK5gLyzS32AippRZUSqBta3hrrNQNtBxKbMqS8VrWQJnFckqu93OH4L_XGEe1ctFgurBHv46qBJpealgCyz1ogo8xoFVDcCsdtoqC2tlSS_VrS-1sKRAquUipq8N4HY3ubNC9cfEv2oAQDa0Sd7vnMP26cRhUNA77ZMYFNKOae_fvnh86AYBZ</recordid><startdate>20070801</startdate><enddate>20070801</enddate><creator>Huang, Wei</creator><creator>Gould, Phillip L.</creator><general>Elsevier B.V</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7SM</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20070801</creationdate><title>3-D pushover analysis of a collapsed reinforced concrete chimney</title><author>Huang, Wei ; Gould, Phillip L.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c364t-f4a1566fc265b70d5f2a4fe956a6a516601bbc4bcf6a90b403e93324868012fe3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Chimney</topic><topic>Computational techniques</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Failure</topic><topic>Finite element</topic><topic>Finite-element and galerkin methods</topic><topic>Fracture mechanics (crack, fatigue, damage...)</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Mathematical methods in physics</topic><topic>Nonlinear 3-D pushover analysis</topic><topic>Physics</topic><topic>Reinforced concrete structure</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Huang, Wei</creatorcontrib><creatorcontrib>Gould, Phillip L.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Finite elements in analysis and design</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Huang, Wei</au><au>Gould, Phillip L.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>3-D pushover analysis of a collapsed reinforced concrete chimney</atitle><jtitle>Finite elements in analysis and design</jtitle><date>2007-08-01</date><risdate>2007</risdate><volume>43</volume><issue>11</issue><spage>879</spage><epage>887</epage><pages>879-887</pages><issn>0168-874X</issn><eissn>1872-6925</eissn><coden>FEADEU</coden><abstract>During the Izmit (Kocaeli) Earthquake of August 17, 1999, a 115
m high reinforced concrete chimney or heater stack, located at the Tüpras Refinery, collapsed. This stack was designed and constructed according to international standards and is representative of similar structures at refineries throughout the world, including those in earthquake-prone regions. This structure is of particular interest because several similar chimneys at the site survived the shock with only moderate damage. The particular distinction of this chimney appears to be an unusually larger rectangular opening, located about
1
3
of the height above the base, which appeared to be the region of collapse initiation.
The main focus of the research is the dynamic response of the stack due to an earthquake motion recorded at a nearby site. A new 3-D pushover analysis procedure is proposed in this paper and the results will be compared with those of a nonlinear dynamic analysis.
Results are presented that show the importance of the 3-D interaction effects in the dynamic response of the stack. The results also confirm that the stack could readily fail under the considered earthquake and are consistent with the debris pattern.</abstract><cop>Amsterdam</cop><pub>Elsevier B.V</pub><doi>10.1016/j.finel.2007.05.005</doi><tpages>9</tpages></addata></record> |
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| ispartof | Finite elements in analysis and design, 2007-08, Vol.43 (11), p.879-887 |
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| source | Elsevier ScienceDirect Journals Complete |
| subjects | Applied sciences Building structure Buildings. Public works Chimney Computational techniques Construction (buildings and works) Exact sciences and technology Failure Finite element Finite-element and galerkin methods Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Mathematical methods in physics Nonlinear 3-D pushover analysis Physics Reinforced concrete structure Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
| title | 3-D pushover analysis of a collapsed reinforced concrete chimney |
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