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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2020.1
- 수록면
- 39 - 47 (9page)
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초록· 키워드
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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).
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참고문헌 (36)
참고문헌 신청
Turgay T / 2014 / Evaluation of the Predictive Models for Stiffness, Strength, and Deformation Capacity of RC Frames with Masonry Infill Walls / Journal of Structural Engineering 140(10):06014003
Lee HS / 2002 / Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing / Earthquake Engineering & Structural Dynamics 31(2):353~378
Kumar M / 2015 / Ductility Reduction Factors for Masonry-Infilled Reinforced Concrete Frames / Earthquake Spectra 31(1):339~365
Perrone D / 2016 / Evaluation of the infill influence on the elastic period of existing RC frames / Eng Struct 123:419~433
Crisafulli FJ / 1997 / Seismic behaviour of reinforced concrete structures with masonry infills
Lee HS / 2002 / Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing / Earthquake Engineering & Structural Dynamics 31(2):353~378
Kumar M / 2015 / Ductility Reduction Factors for Masonry-Infilled Reinforced Concrete Frames / Earthquake Spectra 31(1):339~365
Perrone D / 2016 / Evaluation of the infill influence on the elastic period of existing RC frames / Eng Struct 123:419~433
Crisafulli FJ / 1997 / Seismic behaviour of reinforced concrete structures with masonry infills
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