Tower Structures Subjected to Temperature and Wind
A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which...
Gespeichert in:
| Veröffentlicht in: | ACI structural journal 1990-01, Vol.87 (4), p.479-487 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 487 |
|---|---|
| container_issue | 4 |
| container_start_page | 479 |
| container_title | ACI structural journal |
| container_volume | 87 |
| creator | Noakowski, P Gerstle, KH |
| description | A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which lead to computations of a wide range of complexity. Results indicate that deflections and crack widths can only be predicted realistically if the sensitivity of temperature effects to stiffness is considered. The interaction between temperature effects and wind loading cannot be neglected. |
| doi_str_mv | 10.14359/2781 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_745045831</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>744649890</sourcerecordid><originalsourceid>FETCH-LOGICAL-c247t-5ba5e7fded8a4143401370c9567e94242fa2313240893cc213ea53ebf2e2ef0a3</originalsourceid><addsrcrecordid>eNqFkEtLAzEUhbNQsNb-h2zE1WgeN51kKcVHoeCiIy5DJnMDUzoPkwziv3dq3bs6i_PxcTiErDi75yCVeRCl5hdkwbQ2hRTAr8h1SgfGJBMSFkRUwxdGus9x8nmKmOh-qg_oMzY0D7TCbsToTg11fUM_2r65IZfBHROu_nJJ3p-fqs1rsXt72W4ed4UXUOZC1U5hGRpstIN5CzAuS-aNWpdoQIAITkg-T2LaSO8Fl-iUxDoIFBiYk0tyd_aOcficMGXbtcnj8eh6HKZkS1AMlJ4d_5OwBqMNm8nbM-njkFLEYMfYdi5-W87s72H2dJj8Af95XPw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>744649890</pqid></control><display><type>article</type><title>Tower Structures Subjected to Temperature and Wind</title><source>American Concrete Institute Online Journal Archives</source><creator>Noakowski, P ; Gerstle, KH</creator><creatorcontrib>Noakowski, P ; Gerstle, KH</creatorcontrib><description>A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which lead to computations of a wide range of complexity. Results indicate that deflections and crack widths can only be predicted realistically if the sensitivity of temperature effects to stiffness is considered. The interaction between temperature effects and wind loading cannot be neglected.</description><identifier>ISSN: 0889-3241</identifier><identifier>DOI: 10.14359/2781</identifier><language>eng</language><subject>aerodynamic loading ; cooling towers ; reinforced concrete ; stiffness ; structural analysis</subject><ispartof>ACI structural journal, 1990-01, Vol.87 (4), p.479-487</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Noakowski, P</creatorcontrib><creatorcontrib>Gerstle, KH</creatorcontrib><title>Tower Structures Subjected to Temperature and Wind</title><title>ACI structural journal</title><description>A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which lead to computations of a wide range of complexity. Results indicate that deflections and crack widths can only be predicted realistically if the sensitivity of temperature effects to stiffness is considered. The interaction between temperature effects and wind loading cannot be neglected.</description><subject>aerodynamic loading</subject><subject>cooling towers</subject><subject>reinforced concrete</subject><subject>stiffness</subject><subject>structural analysis</subject><issn>0889-3241</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1990</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLAzEUhbNQsNb-h2zE1WgeN51kKcVHoeCiIy5DJnMDUzoPkwziv3dq3bs6i_PxcTiErDi75yCVeRCl5hdkwbQ2hRTAr8h1SgfGJBMSFkRUwxdGus9x8nmKmOh-qg_oMzY0D7TCbsToTg11fUM_2r65IZfBHROu_nJJ3p-fqs1rsXt72W4ed4UXUOZC1U5hGRpstIN5CzAuS-aNWpdoQIAITkg-T2LaSO8Fl-iUxDoIFBiYk0tyd_aOcficMGXbtcnj8eh6HKZkS1AMlJ4d_5OwBqMNm8nbM-njkFLEYMfYdi5-W87s72H2dJj8Af95XPw</recordid><startdate>19900101</startdate><enddate>19900101</enddate><creator>Noakowski, P</creator><creator>Gerstle, KH</creator><scope>AAYXX</scope><scope>CITATION</scope><scope>7TC</scope></search><sort><creationdate>19900101</creationdate><title>Tower Structures Subjected to Temperature and Wind</title><author>Noakowski, P ; Gerstle, KH</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c247t-5ba5e7fded8a4143401370c9567e94242fa2313240893cc213ea53ebf2e2ef0a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1990</creationdate><topic>aerodynamic loading</topic><topic>cooling towers</topic><topic>reinforced concrete</topic><topic>stiffness</topic><topic>structural analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Noakowski, P</creatorcontrib><creatorcontrib>Gerstle, KH</creatorcontrib><collection>CrossRef</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>ACI structural journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Noakowski, P</au><au>Gerstle, KH</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Tower Structures Subjected to Temperature and Wind</atitle><jtitle>ACI structural journal</jtitle><date>1990-01-01</date><risdate>1990</risdate><volume>87</volume><issue>4</issue><spage>479</spage><epage>487</epage><pages>479-487</pages><issn>0889-3241</issn><abstract>A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which lead to computations of a wide range of complexity. Results indicate that deflections and crack widths can only be predicted realistically if the sensitivity of temperature effects to stiffness is considered. The interaction between temperature effects and wind loading cannot be neglected.</abstract><doi>10.14359/2781</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0889-3241 |
| ispartof | ACI structural journal, 1990-01, Vol.87 (4), p.479-487 |
| issn | 0889-3241 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_745045831 |
| source | American Concrete Institute Online Journal Archives |
| subjects | aerodynamic loading cooling towers reinforced concrete stiffness structural analysis |
| title | Tower Structures Subjected to Temperature and Wind |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-03T21%3A56%3A47IST&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=Tower%20Structures%20Subjected%20to%20Temperature%20and%20Wind&rft.jtitle=ACI%20structural%20journal&rft.au=Noakowski,%20P&rft.date=1990-01-01&rft.volume=87&rft.issue=4&rft.spage=479&rft.epage=487&rft.pages=479-487&rft.issn=0889-3241&rft_id=info:doi/10.14359/2781&rft_dat=%3Cproquest_cross%3E744649890%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=744649890&rft_id=info:pmid/&rfr_iscdi=true |