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스트럿 타이 모델의 기본개념1. - ········································································································· 1

스트럿 타이 모델 방법의 필요성1.1 - ··························································································· 2

스트럿 타이 모델 방법의 적용절차1.2 - ······················································································· 3

스트럿 타이 모델의 선정1.3 - ········································································································· 5

스트럿과 타이의 유효강도1.4 ······································································································· 8

스트럿 타이 모델의 치수화1.5 - ·································································································· 10

참고문헌1.6 ····································································································································· 14

부록1.7 ············································································································································· 16

스트럿 타이 모델 설계지침2. - ··········································································································· 46

정의2.1 ············································································································································· 48

기호2.2 ············································································································································· 49

스트럿 타이 모델 설계절차2.3 - ·································································································· 54

스트럿의 강도2.4 ··························································································································· 59

타이의 강도2.5 ······························································································································· 63

절점영역의 강도2.6 ······················································································································· 66

철근콘크리트 깊은 보의 설계3. ······································································································· 69

스트럿 타이 모델 설계지침을 이용한 설계3.1 KCI - ····························································· 70

부정정 스트럿 타이 모델을 이용한 설계3.2 - ·········································································· 77

설계결과의 비교3.3 ······················································································································· 85

교각코핑부의 설계4 ···························································································································· 86

단계 스트럿 타이 모델의 선정1. - ······························································································· 88

단계 스트럿과 타이의 단면력 산정2. ······················································································· 89

단계 철근의 배치3. ······················································································································· 90

단계 스트럿과 절점영역의 최대유효폭의 결정4. ··································································· 91

단계 스트럿의 강도검토5. ··········································································································· 94

단계 절점영역의 강도검토6. ······································································································· 95

단계 균열제어를 위한 최소철근량의 배근 및 철근정착7. ··················································· 97

단계 철근배근상세8. ····················································································································· 98

말뚝기초의 설계5 ································································································································ 99

단계 작업환경의 설정1. ············································································································· 101

단계 평면응력모델의 구성2. ····································································································· 103

단계 평면응력모델의 해석3. ····································································································· 109

단계 스트럿 타이 모델의 구성4. - ···························································································· 110

단계 스트럿 및 타이의 재료특성값 입력5. ··········································································· 115

단계 스트럿 타이 모델 자체의 구조해석6. - ·········································································· 119

단계 스트럿의 유효강도 재산정을 위한 콘크리트 구속효과의 고려7. ··························· 120

단계 스트럿 타이 모델의 기하학적 적합조건 검토8. - ························································ 123

단계 절점영역의 형상결정 및 강도검토9. ············································································· 125

단계 주철근량의 산정10. ·········································································································· 132

역 형 옹벽의 설계6 T ························································································································· 133

단계 역 형 옹벽의 안정성 검토1. T ·························································································· 135

단계 스트럿 타이 모델의 선정2. - ···························································································· 138

단계 스트럿 타이 모델의 단면력 산정3. - ·············································································· 141

단계 철근의 배치4. ····················································································································· 142

단계 스트럿과 절점영역의 강도검토5. ··················································································· 144

단계 온도 및 수축철근의 배근 및 철근정착6. ····································································· 147

단계 철근배근상세7. ··················································································································· 149