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1 |
A Study of the Catenary Action for Axially Restrained Concrete Beams in Fire
Lee, Seung-Jea;Lee, Won-Jea;
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Korea Concrete Institute
, v.30, no.2, pp.115-125,
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2 |
Top Bar Effects and Anchorage Strength of D10 Horizontal Reinforcement in Walls
Kim, Mun-Gil;Chun, Sung-Chul;Seong, Min Kyu;Kim, Ju Yeon;
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Korea Concrete Institute
, v.30, no.2, pp.127-134,
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3 |
Shear Force Amplification Effect Addressing Nonlinear Dynamic Response in Slender RC Walls
Kim, Sung Hyun;Hwang, Hyeon-Jong;Park, Hong-Gun;
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Korea Concrete Institute
, v.30, no.2, pp.135-146,
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4 |
Bacteria Mobilizing Approach for Developing Biomimic Coating Materials for Concrete Protection
Yoon, Hyun-sub;Yang, Keun-hyeok;Lee, Sang-seob;
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Korea Concrete Institute
, v.30, no.2, pp.147-155,
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5 |
Assessment of Self-Healing Performance of Fly ash Concrete Incorporating PE Fiber and PVA Fiber Using Flexural Test
Kang, Choonghyun;Huh, Jungwon;Kwak, Kiseok;Lee, Bang Yeon;
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Korea Concrete Institute
, v.30, no.2, pp.157-166,
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6 |
Seismic Performance Assessment of Hollow Reinforced Concrete Bridge Columns using an Extended Damage Index
Kim, Tae-Hoon;
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Korea Concrete Institute
, v.30, no.2, pp.167-177,
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7 |
Minimum Reinforcement Specifications for Flexural Reinforced Concrete Members
Kim, Minyeong;Cho, Jae-Yeol;Lee, Hyung-Joon;
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Korea Concrete Institute
, v.30, no.2, pp.179-187,
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8 |
Temperature Loss Compensation for Semi-adiabatic Test Using Newton's Law of Cooling
An, Hee-Dae;Yun, Hyun-Do;Park, Wan-Shin;Jang, Young-Il;Kim, Sun-Woo;
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Korea Concrete Institute
, v.30, no.2, pp.189-196,
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9 |
Effects of Steel Fiber Strength and Aspect Ratio on Mechanical Properties of High-Strength Concrete
Jeong, Gwon Young;Jang, Seok Joon;Kim, Yong Cheol;Yun, Hyun Do;
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Korea Concrete Institute
, v.30, no.2, pp.197-205,
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10 |
A Reevaluation of Anchorage Strength of Headed Bars in Exterior Beam-Column Joints
Sim, Hye-Jung;Chun, Sung-Chul;
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Korea Concrete Institute
, v.30, no.2, pp.207-216,
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11 |
Evaluation of Maximum Shear Reinforcement Ratio of Reinforced Concrete Beams based on Truss Model
Lee, Jung-Yoon;
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Korea Concrete Institute
, v.30, no.2, pp.217-227,
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