Steel and Composite Structures
Volume 52, Number 3, 2024, pages 313-325
DOI: 10.12989/scs.2024.52.3.313
Flexural performances of deep-deck plate slabs: Experimental and numerical approaches
Inwook Heo , Sun-Jin Han , Khaliunaa Darkhanbat , Seung-Ho Choi , Sung Bae Kim , Kang Su Kim
Abstract
Key Words
deep-deck plate; degree of composite; finite element analysis; flexural performance; shear connector
Address
- Inwook Heo — Urban Safety and Security Research Institute, University of Seoul, 163 Seoulsiripdae-ro, Dongdaemun-gu, Soeoul 02504, Republic of Korea
- Sun-Jin Han — Department of Architectural Engineering, Jeonju University, 303, Cheonjam-ro, Wansan-gu, Jeollabuk-do, Republic of Korea
- Khaliunaa Darkhanbat — Department of Architectural Engineering, University of Seoul, 163 Seoulsiripdae-ro, Dongdaemun-gu, Soeoul 02504, Republic of Korea
- Seung-Ho Choi — Department of Fire and Disaster Prevention Engineering, University of Seoul, 163 Seoulsiripdae-ro, Dongdaemun-gu, Soeoul 02504, Republic of Korea
- Sung Bae Kim — The Naeun Structural Engineering, 1310-1311, 21, Yangpyeong-ro 22-gil, Yeongdeungpo-gu, Seoul, Republic of Korea
- Kang Su Kim — Department of Architectural Engineering and Smart City Interdisciplinary Major Program, University of Seoul, 163 Seoulsiripdae-ro, Dongdaemun-gu, Soeoul 02504, Republic of Korea
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