초록

붕괴구조물을 구성하는 앵커, 동바리, 창호에 대하여 하중시험 및 재현을 수행하여 감정에 직접 적용할 수 있는 정량적 자료 및 판단기준을 제시하였으며, 폭발 시험체에 대한 대변형 재현 모델을 확립함.

(출처 : 요약서 3p)

Abstract ▼

From the anchor experiments, The quantitative and qualitative results were suggested for the SOP. It was concluded that the embed depth plays key role rather than sleeve length.

From the experiment and structural analysis of system shore, It was concluded that the structural analysis results

From the anchor experiments, The quantitative and qualitative results were suggested for the SOP. It was concluded that the embed depth plays key role rather than sleeve length.

From the experiment and structural analysis of system shore, It was concluded that the structural analysis results according to the Design and install guide line had good agreement that the moment release factor must be applied considering the hinge condition.
The buckling length must be considered the overall system shore length in the structural analysis.

The window model for the blast analysis was suggested using LS-Dyna software. The 2D-shell model with tetra mesh was good agreement with load test.
The blast model for the concrete specimen was suggested using AEM. The large deformation was good agreement with the experiments. It was concluded that the post deforming factor must be studied for the various concrete specimen.

(출처 : Summary 5p)

목차 Contents

• 표지 ... 1
• 제출문 ... 2
• 보고서 요약서 ... 3
• 요약문 ... 4
• Summary ... 5
• 목차 ... 6
• 1. 연구개발과제의 개요 ... 7
• 가. 연구의 필요성 ... 7
• 나. 연구개발 목표 및 내용 ... 7
• 2. 연구수행 내용 및 성과 ... 9
• 가. 앵커볼트 하중시험 ... 9
• 나. 시스템 동바리 하중시험 ... 35
• 다. 창문 하중시험 ... 53
• 라. 폭발재현 ... 56
• 마. 연구과제의 연구결과 ... 62
• 3. 목표 달성도 및 관련 분야 기여도 ... 64
• 4. 연구개발성과의 활용 계획 ... 65
• 가. 정책활용 ... 65
• 나. 연구논문 ... 65
• 다. 학술발표 ... 65
• 라. 특허 ... 65
• 붙임. 참고문헌 ... 66
• 끝페이지 ... 67