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논문 기본 정보

자료유형
학술저널
저자정보
권용현 (광운대학교) 오상훈 (부산대학교) 양원직 (광운대학교)
저널정보
대한건축학회 대한건축학회논문집 大韓建築學會論文集 第37卷 第6號(通卷 第392號)
발행연도
2021.6
수록면
207 - 214 (8page)

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According to “The structural design manual of timber frame structure” of National institute of forest science, the number of wooden structure has been increasing since 2000. However, the scope of structure safety verification for wooden structures is defined as more than 3 stories or as more than 500m². So, wooden structure buildings that are mainly composed less than 2 stories are usually excluded the scope of structure safety verification. Therefore, a horizontal loading test is performed on the beam-column joint of timber frame structures that have been recently built. Based on the experimental results, the behavioral performance and safety for connector of beam-column joint are evaluated. In addition, the damage curve suggested by "Development of postearthquake safety evaluation manual for buildings" of National disaster management research institute and the load-displacement curve for each member are compared and reviewed. As a result of the experiment, the strength of each specimens was different, but the story drift ratio of member for each damage level was similar. And the story drift ratio of member of each damage level was more than that the story drift ratio of member of damage level suggested by "Development of postearthquake safety evaluation manual for buildings"

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Abstract
1. 서론
2. 실험
3. 실험결과
4. 결론
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