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한국건축시공학회 / v.5, no.4, 2005년, pp.145-152 
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37층 초고층주상복합건물 SRC기둥의 기둥축소량 현장계측 및 보정법
( Field Measurement and Compensation Method of Column Shortening for SRC Columns in 37-story Residential Building ) |
| 송화철;도근영;조훈희; 한국해양대학교 해양공간건축학부;한국해양대학교 해양공간건축학부;한국해양대학교 해양공간건축학부;
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| 초 록 |
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| Long-term axial shortening of the vertical elements of tail buildings results in differential movements between two elements and may lead to the additional moments of connection beam and slab elements, and other secondary effects, such as cracks of partitions or curtain walls. Accurate prediction of time-dependent column shortening is essential for tall buildings from both strength and serviceability aspects. The compensation method is different from reinforced concrete and SRC(Steel Reinforced Concrete) members. The SRC columns are usually compensated according to total differential shortening between two vertical elements. In this study, column shortenings of 37-story W building under construction are predicted and compensated. The SRC column shortenings are compared with the actual column shortening by field measurement and the column shortenings are reanalysed and recompensated. |
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| 키워드 |
| 기둥축소량;철골철근콘크리트;보정법;계측;전체부등축소량;재보정;Column shortening;SRC;Compensation;Field measurement;Total differential shortening;Recompensation; |
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한국건축시공학회지 / v.5, no.4, 2005년, pp.145-152
한국건축시공학회
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200509409859184)
언어 : 한국어 |
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| 논문 제공 : KISTI 한국과학기술정보연구원 |
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