Earticle

초록

영어

Differential shortening effects in tall concrete buildings causing cracks of partitions, curtain walls and pipe lines are a significant serviceability component. The paper describes a method for the structural reliability assessment on serviceability limit state of the time-dependent column shortening. The method is based on the probability analysis using monte carlo simulation.
Based on the reliability index and probability of failure, the column shortening of 41-story tall concrete building is evaluated quantitatively and the compensation values are proposed considering target reliability index on the serviceability limit state.

목차

Abstract
 1. 서론
 2. 구조신뢰성 이론
  2.1 신뢰성해석의 분류
  2.2 신뢰성지수 및 파괴확률
 3. 사용성 한계상태방정식
 4. 기둥축소량의 구조신뢰성평가
  4.1 확률론적 기둥축소량 해석
  4.2 사용성 한계상태를 적용한 신뢰성평가
 5. 결론
 참고 문헌

저자

• 신영무 [ Shin, Young-Moo | 한국해양대 대학원 석사과정 ]
• 조용수 [ Cho, Yong-Soo | 한국해양대 대학원 박사수료 ]
• 박수용 [ Park, Soo-Yong | 한국해양대 해양공간건축학부 조교수 ]
• 송화철 [ Song, Hwa-Cheol | 한국해양대 해양공간건축학부 부교수 ]

참고문헌