Abstract

무공케이슨 ë°©íŒŒì œì˜ 한계상태설계를 위한 í•˜ì¤‘ì €í•­ê³„ìˆ˜ë¥¼ ì œì‹œí•˜ì˜€ë‹¤. ì „êµ­ 항만의 16개 ë°©íŒŒì œì— 대한 ì‹ ë¢°ì„±í•´ì„ì„ 수행하여 ë¶€ë¶„ì•ˆì „ê³„ìˆ˜ë¥¼ 산출하였으며 이를 하중과 ì €í•­ê³„ìˆ˜ë¡œ ì „í™˜í•˜ì˜€ë‹¤. ê°œë³„ì ìœ¼ë¡œ 구한 í•˜ì¤‘ì €í•­ê³„ìˆ˜ì— ìµœì í™”ê¸°ë²•ì„ ì ìš©í•˜ì—¬ ìµœì¢ í•˜ì¤‘ì €í•­ê³„ìˆ˜ë¥¼ ë³´ì •í•˜ì˜€ë‹¤. ìµœì¢ ì ìœ¼ë¡œ 얻은 í•˜ì¤‘ì €í•­ê³„ìˆ˜ë¥¼ 이용하여 ë°©íŒŒì œë¥¼ 재설계한 후 목표수준을 만족하는지 검증하였다. ëª©í‘œì‹ ë¢°ë„ìˆ˜ì¤€ì˜ 변화에 따른 í•˜ì¤‘ì €í•­ê³„ìˆ˜ë¥¼ ì œì‹œí•˜ì—¬ 한계상태설계가 용이하도록 하였다. 핵심용어: 한계상태설계, 무공식케이슨, ë°©íŒŒì œ, í•˜ì¤‘ì €í•­ê³„ìˆ˜, ë¶€ë¶„ì•ˆì „ê³„ìˆ˜, ëª©í‘œì‹ ë¢°ë„ì§€ìˆ˜, ì½”ë“œë³´ì •

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