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| 1 |
Relation between Autogenous Shrinkage of Concrete and Relative Humidity, Capillary Pressure, Surface Energy in Pore
Lee, Chang-Soo;Park, Jong-Hyok;
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Korea Concrete Institute
, v.20, no.2, pp.131-138,
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| 2 |
The Experimental Comparison of the Uniaxial and Biaxial Tensile Strengths of Concretes
Oh, Hong-Seob;Zi, Goang-Seup;
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Korea Concrete Institute
, v.20, no.2, pp.139-146,
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| 3 |
A Study for the Adaptation of Simulation of Uniaxial Compressive Strength Test for Concrete in 3-Dimensional Particle Bonded Model
Lee, Hee-Kwang;Jeon, Seok-Won;
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Korea Concrete Institute
, v.20, no.2, pp.147-156,
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| 4 |
Application of Heat Pipe for Hydration Heat Control of Mass Concrete
Baek, Dong-Il;Kim, Myung-Sik;
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Korea Concrete Institute
, v.20, no.2, pp.157-164,
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| 5 |
The Bond Characteristics of Deformed Bars in Recycled Coarse Aggregates Concrete (RCAC)
Jeon, Su-Man;Yun, Hyun-Do;Choi, Ki-Sun;You, Young-Chan;Kim, Keung-Hwan;
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Korea Concrete Institute
, v.20, no.2, pp.165-173,
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| 6 |
Mechanical Properties of the High Flowing Self-Compacting Concrete for Members of Bridge Overcrowded Arrangement of Bar
Choi, Yun-Wang;Kim, Yong-Jic;Kang, Hyun-Jin;
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Korea Concrete Institute
, v.20, no.2, pp.175-183,
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| 7 |
New Suggestion of Effective Moment of Inertia for Beams Reinforced with the Deformed GFRP Rebar
Sim, Jong-Sung;Oh, Hong-Seob;Ju, Min-Kwan;Lim, Jun-Hyun;
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Korea Concrete Institute
, v.20, no.2, pp.185-191,
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| 8 |
Safety of Ductility Demand Based Seismic Design for Circular RC Bridge Columns
Lee, Jae-Hoon;Hwang, Jung-Kil;Choi, Jin-Ho;
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Korea Concrete Institute
, v.20, no.2, pp.193-202,
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| 9 |
Behavioral Characteristics and Energy Dissipation Capacity of Short Coupling Beams with Various Reinforcement Layouts
Eom, Tae-Sung;Park, Hong-Gun;Kang, Su-Min;
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Korea Concrete Institute
, v.20, no.2, pp.203-212,
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| 10 |
Effective Beam Width for Flat-Plate Systems Having Edge Beams under Lateral Loads
Han, Sang-Whan;Cho, Ja-Ock;Park, Young-Mi;
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Korea Concrete Institute
, v.20, no.2, pp.213-219,
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| 11 |
Axial Behavior of Reinforced Concrete Columns Externally Strengthened with Unbonded Wire Rope and T-Shaped Steel Plate
Yang, Keun-Hyeok;Sim, Jae-Il;Byun, Hang-Yong;
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Korea Concrete Institute
, v.20, no.2, pp.221-229,
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| 12 |
Flexural Experiment of PSC-Steel Mixed Girders and Evaluation for Analyses on Tangentional Stiffness of Connection
Kim, Kwang-Soo;Jung, Kwang-Hoe;Sim, Chung-Wook;Yoo, Sung-Won;
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Korea Concrete Institute
, v.20, no.2, pp.231-237,
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| 13 |
Pseudo-Ductile Hybrid FRP Sheet for Strengthening Reinforced Concrete Beams
Ha, Sang-Su;Choi, Dong-Uk;Lee, Chin-Yong;Kim, Kil-Hee;
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Korea Concrete Institute
, v.20, no.2, pp.239-247,
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| 14 |
Development of Three Dimensional Analysis Method of High-Rise Buildings Considering the Construction Sequence and the Inelastic Behavior
Yang, Joo-Kyoung;Seol, Hyun-Cheol;Kim, Jin-Keun;
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Korea Concrete Institute
, v.20, no.2, pp.249-256,
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| 15 |
Estimation of Flexural and Shear Strength for Steel Fiber Reinforced Flexural Members without Shear Reinforcements
Oh, Young-Hun;Kim, Jeong-Hae;
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Korea Concrete Institute
, v.20, no.2, pp.257-267,
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