내부 포스트텐션 플랫 플레이트 슬래브 기둥 접합부의 이력거동Cyclic Behavior of Interior Joints in Post Tensioned Flat Plate Slab Systems
- Other Titles
- Cyclic Behavior of Interior Joints in Post Tensioned Flat Plate Slab Systems
- Authors
- 기성훈; 한상환; 하상수; 이리형; 조경현
- Issue Date
- May-2005
- Publisher
- 대한건축학회
- Keywords
- Post-tensioned; Flat Plate; Connections; Tendons; Bottom Reinforcement; Cyclic Behavior; 포스트 텐션; 플랫 플레이트; 접합부; 텐돈; 바닥 철근; 이력 거동; Post-tensioned; Flat Plate; Connections; Tendons; Bottom Reinforcement; Cyclic Behavior
- Citation
- 대한건축학회논문집 구조계, v.22, no.4, pp.39 - 46
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 22
- Number
- 4
- Start Page
- 39
- End Page
- 46
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/172514
- ISSN
- 1226-9107
- Abstract
- In general, post tensioned (PT) flat plate slab systems have been used as a Gravity Load Resisting System (GLRS) in buildings. Thus, these systems should be constructed with Lateral Force Resisting Systems (LFRS) such as shear walls and moment resisting frames. When lateral loads such as winds or earthquakes occur, lateral load resisting systems undergo displacement by which connected gravity systems experience lateral displacement. Therefore, GLRS should have some lateral displacement capacity in order to hold gravity loads under severe earthquakes and winds. Since there are few researches on PT flat plate slab systems, behavior of the systems have not been well defined. This study investigated the cyclic behavior of post tensioned flat plate slab systems. For this purpose, an experimental test was carried out using 4 interior PT flat plate slab-column specimens. All specimens have bottom reinforcement in the slab around the slab-column connection. Test variables of this experimental study are vertical load level and tendon distribution patterns.
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