DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김진근 | - |
dc.contributor.author | 양은익 | - |
dc.contributor.author | 박영진 | - |
dc.contributor.author | 송영철 | - |
dc.contributor.author | 방기성 | - |
dc.date.accessioned | 2013-03-15T23:15:35Z | - |
dc.date.available | 2013-03-15T23:15:35Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 1998-04 | - |
dc.identifier.citation | 1998 한국콘크리트학회 봄 학술대회, v., no., pp.193 - 198 | - |
dc.identifier.uri | http://hdl.handle.net/10203/124987 | - |
dc.description.abstract | In this study, the change of concrete temperature, strain and thermal stress were measured by using the embedded type concrete gauges in tendon gallery wall of containment building. A finite element analysis was performed to clarify the thermal behavior of concrete. The analytic and test results were investigated to improve the validity of analytic method. According to the test results, concrete temperature, strain and thermal stress were strongly affected by measuring point and environment condition of member. And the thermal stress was developed in the member which was not demoulded at early ages. This is caused by the change of internal temperature and restrained condition. A finite element effectively interpreted the test results by estimating the concrete properties and the site condition. | - |
dc.language | KOR | - |
dc.publisher | 한국콘크리트학회 | - |
dc.title | 격납건물 텐던갤러리 벽체의 온도응력에 대한 연구 | - |
dc.title.alternative | A Study on Thermal Stress in T/G Wall of Containment Building | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 193 | - |
dc.citation.endingpage | 198 | - |
dc.citation.publicationname | 1998 한국콘크리트학회 봄 학술대회 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 김진근 | - |
dc.contributor.nonIdAuthor | 양은익 | - |
dc.contributor.nonIdAuthor | 박영진 | - |
dc.contributor.nonIdAuthor | 송영철 | - |
dc.contributor.nonIdAuthor | 방기성 | - |
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