Earticle

초록

영어

A computer based iterative algorithm for one-way GFRP concrete members is developed to the member thickness required to produce a computer deflection that satisfies maximum permissible deflections over a range of design conditions. The algorithm accounts for effects of cracking and long-term deflection due to creep and shrinkage. The calculated are compared with minimum thickness values based on ACI 318-05 allowable span-depth ratios based on the deterministic model. Recommendation are made for modify the current ACI 440.1R-01 provisions for minimum thickness.

목차

Abstract
 1. 서론
 2. 해석방법
 3. 변수분석
 4. 결론
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저자

• 김호 [ Kim Ho | 청운대 대학원 석사과정 ]
• 최봉섭 [ Choi Bong-Seob | 청운대 건축공학과 교수, 공학박사 ]

참고문헌