조적채움벽 높이에 따른 철근콘크리트 중력골조의 하중-변위 응답Load-displacement Response of Gravity Load Designed Reinforced Concrete Moment Frames with Various Height of Masonry Infill Walls
- Other Titles
- Load-displacement Response of Gravity Load Designed Reinforced Concrete Moment Frames with Various Height of Masonry Infill Walls
- Authors
- 한지민; 이창석; 한상환
- Issue Date
- Jan-2020
- Publisher
- 한국지진공학회
- Keywords
- Masonry infill wall; Gravity load designed frames; RC moment frame
- Citation
- 한국지진공학회논문집, v.24, no.1, pp.39 - 47
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 24
- Number
- 1
- Start Page
- 39
- End Page
- 47
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/146310
- DOI
- 10.5000/EESK.2020.24.1.039
- ISSN
- 1226-525X
- Abstract
- Lightly reinforced concrete (RC) moment frames may suffer significant damage during large earthquake events. Most buildings with RC moment frames were designed without considering seismic loads. The load-displacement response of gravity load designed frames could be altered by masonry infill walls. The objective of this study is to investigate the load-displacement response of gravity load designed frames with masonry infill walls. For this purpose, three-story gravity load designed frames with masonry infill walls were considered. The masonry infilled RC frames demonstrated larger lateral strength and stiffness than bare RC frames, whereas their drift capacity was less than that of bare frames. A specimen with a partial-height infill wall showed the least drift capacity and energy dissipation capacity. This specimen failed in shear, whereas other specimens experienced a relatively ductile failure mode (flexure-shear failure).
- Files in This Item
-
Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/146310)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.