Browse > Article
http://dx.doi.org/10.11112/jksmi.2014.18.6.097

Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement  

Yoon, Sung-Wook (영남대학교 건축학부)
Seok, Keun-Young (영남대학교 공업기술연구소)
Kim, Gee-Cheol (서일대학교 건축과)
Kang, Joo-Won (영남대학교 건축학부)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.6, 2014 , pp. 97-104 More about this Journal
Abstract
Hollow slab is a floor system which reduces the load of vertical structural members and earthquake load by decreasing self-weight of slab. Although hollow slab can reduce self-weight of slab remarkably, flexural strength and shear strength reduce due to the hollow section inside the slab, so it is very important to predict structural behavior. In spite of plenty of domestic and foreign studies on hollow slab, there is a shortage of research on shear performance according to shear reinforcement of one-way hollow slab. Therefore, this study aims to verify the need for shear reinforcement of one-way hollow slab by analyzing failure modes of one-way hollow slab depending on the state of shear reinforcement and comparing shear strengths of estimation formula and experimental value with one another.
Keywords
Shear performance; One-way hollow slab; The state of shear reinforcement;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Kang, J. Y., Kim, H. G., Joo, E. H., Kim, S. M., Kim, H. S., and Shin, Y. S. (2011), Experimental Studies on the Effect of Construction Methods on Shear Strength of Hollow Core Slab, Proceeding of Korea Concrete Institute Conference, Korea Concrete Institute, 2011(5), 15-16.
2 FUJIMOTO, T., and MORIMURA, T. (1985), Experimental Study on The One-way Reinforeced Concrete Hollow Slabs With Lateral Restraints, Journal of structural and construction engineering, AIJ, 357, 52-60.   DOI
3 Han, J. H., Kim, S. D., Kim, S. M., and Ju, Y. K. (2011), Evaluation of Shear Behaviour of Void Slabs with Deck, Journal of Korean Society of Hazard Mitigation, Korean Society of Hazard Mitigation, 11(4), 1-7.   과학기술학회마을   DOI
4 I. Rosenthal (1978), Full Scale Test of Continuous prestressed Hollow-core Slabs, PCI Journal, 115(11), 74-81.
5 Kang, W. S., Kim, S. H., Lee, L. H., Kim, Y. N., and Kim, J. S. (2003), Structural Behaviors of Hollow Core Slab under Axial and Bending Loads, Proceeding of Autumn Annual Conference of the Architectural Institute of Korea Structure & Construction, Architectural Institute of Korea, 23(2), 43-46.
6 Lee, J. I., Choi, H. S., and Kim, S. E. (1998), Experimental Study on Shear Behavior of One Way Circular Voided Concrete Slab, Bulletin of the Institute for industrial Science, 21(2), 1-8.
7 KAWAI, M., and SATO, T. (2002), Experimental Study of Ultimate Strength of Hollow Slab with Partially Different Thickness, Bulletin of Hiroshima Institute of Technology, Research Volume 36, 75-80.
8 Kim, B. H. (2011), Flexural capacity evaluation of hollow slabs with donut type hollow sphere shape, Hanyang University Graduate school, 1-2.
9 Kim, K. C., Seok, K. Y., and Kang, J. W. (2013), Evaluation of Flexural Performance of One-Way Voided Slabs, Journal of Architectural Institute of Korea, Architectural Institute of Korea, 29(8), 11-18.
10 Michael, P. C., Daniel, K. (1999), How Safe Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?, ACI Structural Journal, American Concrete Institute, 96(4), 482-490.
11 Oh, J. K., Sung, Y. Y., Ahn, J. M., Lee, K. S., and Shin, S. W. (1997), The Effects of Shear Span-to-Effective Depth Ratio of Reinforced High Strength Concrete Deep Beam, Journal of Korea Concrete Institute, Korea Concrete Institute, 9(5), 225-231.
12 Pama, R. P., Imsom-Somboon, S., and Lee, S. L., Elastic Rigidities of Circularly Voided Slabs, Asian Institute of Technology, Elsevier, 10(3), 207-212.