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http://dx.doi.org/10.11112/jksmi.2014.18.2.090

Shear Strength of One-way Hollow Slab According to Effective Cross Section and Reinforcement Ratio  

Seok, Keun-Young (영남대학교 공업기술연구소)
Ye, Sang-Min (영남대학교 대학원 건축학과)
Kang, Joo-Won (영남대학교 건축학부)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.2, 2014 , pp. 90-98 More about this Journal
Abstract
The shear behavior of reinforced concrete structure is one of difficult problems that are not clearly identified theoretically despite the efforts of researchers for several years. Since bending and shear strength of hollow slab may decrease due to hollow part inside slab, prediction of such structure performance is very important. Presently the formulas of shear designing standard expressions of each country are formulas by experiment for hollow slab. In this study, the shear behavior of one-way hollow slab by reinforcement ratio were analyzed through experiment to conduct studying on estimation of shear strength, and then shear strength formulas of hollow slab were compared and analyzed.
Keywords
One-way hollow slab; Shear strength; Reinforcement ratio; Effective cross-section;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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