Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(2003), Investigations on the Shear Capacity of Biaxial Hollow Slabs-test Results and Evaluation., Darmstadt Concrete, 18, 1-11.
2 
(2015), Shear Performance of Board-type Two-way Voided Slab., Journal of the Korea Concrete Institute, 27(6), 651-659.
3 
(2014), Flexural Strength and Stiffness of Biaxial Hollow Slab with Donut Type Hollow Sphere., Journal of the Architectural Institute of Korea, 30(5), 3-11.
4 
(2017), Evaluation of Local Bearing strength of Hollow Core Slab, KCI, Spring 2017 Convention, 101-102.
5 
(2011), Structural Performance Test on Installation Method of Viod Former for Void Slab using Deck Plate., Journal of the Architectural Institute of Korea, 27(3), 31-38.
6 
(2011), Experimental Studies on the Effect of Construction Methods on Shear Strength of Hollow Core Slab., Proceedings of the Korea Concrete Institude, 23(1), 15-16.
7 
KBC (2016), Korean Building and Commentary.
8 
(2009), Structural Performance Tests of Two-way Void Slabs., Journal of the Architectural Institute of Korea, 25(8), 35-42.
9 
Kwang Jang Structrual Co. Ltd. (2016), Structural Performance Test of Rail type Viod-specimens, Kwang Jang Structrual Research Report.
10 
(1994), Design of Prestressed Hollow Core Slabs with Reference to Web Shear Failure., J. Struct. Eng., 120(9), 2675-2696.
11 
(2005), Biaxial Hollow Core Slabs - Theory and Tests, Bentonwerk, Fertigteil Technic, section 50-59.
12 
(1998), Shear Resistance of PHC Slabs Supported on Beams. I: Tests., J. Struct. Eng., 124(9), 1050-1061.
13 
Ministry of Land, Infrastructure and Transport (2014), Floor Impact Sound Insulation Structure Admit and Management Criteria in Apartment Houses Enforcement, Act No. 2013-889, 2014, 044-201-3370.
14 
(1991), Shear Strength of Precast Prestressed Hollow Slabs with Concrete Topping., ACI Struct. J., 88(4), 402-410.