One-Way TUBEDECK Slab System Voided by Circular Paper Tubes

원형지관으로 중공된 일방향 튜브데크슬래브 시스템

  • Lee, Chang-Hwan (Department of Architectural Engineering, Pukyong National University) ;
  • Chung, Kyung-Soo (Steel Structure Research Group, POSCO) ;
  • Hwang, Kyu-Seok (R&D Center, WINHITECH Co., Ltd.) ;
  • Woo, Woon-Taek (Research Institute of Structural Engineering & System, DongYang Structural Engineers Co., Ltd.)
  • Published : 2020.06.15

Abstract

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References

  1. Lee, C. H., Kim, E. S., Hwang, K. S., Woo, W. T., & Chung, K. R. (2017). Flexural Strength of One-way TUBEDECK Slabs with Circular Voided Areas. Proceedings of the Spring Annual Conference of the Architectural Institute of Korea, Republic of Korea, Vol.37, No.1, pp.677-678
  2. Lee, C. H., Mansouri, I., Kim, E., Hwang, K. S., & Woo, W. T., "Flexural Strength of One-Way Composite Steel Deck Slabs Voided by Circular Paper Tubes", Journal of Structural Engineering, Vol.145, No.2, 2019, doi: 10.1061/(ASCE)ST.1943-541X.0002259
  3. Lee, C. H., Mansouri, I., Kim, E., Ryu, J., & Woo, W. T., "Experimental analysis of one-way composite steel deck slabs voided by circular paper tubes: Shear strength and moment-shear interaction", Engineering Structures, Vol.182, pp.227-240, 2019, doi: 10.1016/j.engstruct.2018.12.063