|
| 1 |
Relationship between Crack Characteristics and Damage State of Strengthened Beam
한만엽;김상종;
/
Korea Concrete Institute
, v.14, no.6, pp.805-812,
|
|
| 2 |
Determination of Degree of Hydration, Temperature and Moisture Distributions in Early-age Concrete
차수원;오병환;이형준;
/
Korea Concrete Institute
, v.14, no.6, pp.813-822,
|
|
| 3 |
Load Transfer Mechanism of the Hybrid Beam-Column Connection System with Structural Tees
김상식;최광호;
/
Korea Concrete Institute
, v.14, no.6, pp.823-829,
|
|
| 4 |
Estimation of Strength for Flexural Members in Reinforced Concrete after High Temperature
이상호;한상훈;변규칠;
/
Korea Concrete Institute
, v.14, no.6, pp.830-842,
|
|
| 5 |
Analysis of the Linear Transformation of Prestressing Tendon Using Equivalent toad Method
오병환;전세진;
/
Korea Concrete Institute
, v.14, no.6, pp.843-850,
|
|
| 6 |
Cracking Behavior of Reinforced Concrete Structures due th Reinforcing Steel Corrosion
오병환;김기현;장승엽;강의영;장봉석;
/
Korea Concrete Institute
, v.14, no.6, pp.851-863,
|
|
| 7 |
Strength and Moment-Curvature Relationship of HCFT Columns under Eccentric Load
이승조;박정민;김화중;
/
Korea Concrete Institute
, v.14, no.6, pp.864-873,
|
|
| 8 |
Shear Behavior of High-Strength Concrete Deep Beams and Comparisons with ACI Shear Design Provisions
정헌수;양근혁;함영삼;
/
Korea Concrete Institute
, v.14, no.6, pp.874-882,
|
|
| 9 |
Influence of Reinforcements on the Chloride Diffusion Analysis of Concrete Structures
오병환;장봉석;이명규;
/
Korea Concrete Institute
, v.14, no.6, pp.883-891,
|
|
| 10 |
Model for fiber Cross-Sectional Analysis of FRP Concrete Members Based on the Constitutive Law in Multi-Axial Stress States
조창근;김영상;배수호;김환석;
/
Korea Concrete Institute
, v.14, no.6, pp.892-899,
|
|
| 11 |
Realistic Prediction of Post-Cracking Behaviour in Synthetic Fiber Reinforced Concrete Beams
오병환;김지철;박대균;원종필;
/
Korea Concrete Institute
, v.14, no.6, pp.900-909,
|
|
| 12 |
Shear Behavior Prediction of Reinforced Concrete Beams by Transformation Angle Truss Model Considered Bending Moment Effect
김상우;이정윤;
/
Korea Concrete Institute
, v.14, no.6, pp.910-921,
|
|
| 13 |
Structural Behavior on the Externally Strengthened Bridge Deck with Glass Fiber Reinforced Polymer
오홍섭;심종성;최장환;
/
Korea Concrete Institute
, v.14, no.6, pp.922-933,
|
|
| 14 |
Size Effect on Flexural Compressive Strength of Reinforced Concrete Beams
김민수;김진근;이성태;김장호;
/
Korea Concrete Institute
, v.14, no.6, pp.934-941,
|
|
| 15 |
Strength Properties of Mortar Mixed with Accelerator for Freeze Protection in Constant and Variable Temperature Condition
Kim, Young-Jin;Lee, Sang-Soo;Won, Cheol;Park, Sang-Joon;
/
Korea Concrete Institute
, v.14, no.6, pp.942-948,
|
|
| 16 |
Numerical Study on Interior Flat Plate-Column Connections Subjected to Unbalanced Moment
최경규;황영현;박홍근;
/
Korea Concrete Institute
, v.14, no.6, pp.949-960,
|
|
| 17 |
Strength of Interior Plat Plate-Column Connections Subjected to Unbalanced Moment
최경규;박홍근;
/
Korea Concrete Institute
, v.14, no.6, pp.961-972,
|
|
| 18 |
Setting Assessment of Hogh Strength Concrete Using the Ultrasonic Pulse Velocity Monitoring
이회근;이광명;
/
Korea Concrete Institute
, v.14, no.6, pp.973-981,
|
|
| 19 |
Evaluation of the Shear Strength Component by Circular Transverse Reinforcement in Reinforced Concrete Columns
하태훈;홍성걸;
/
Korea Concrete Institute
, v.14, no.6, pp.982-988,
|
|
| 20 |
Equations for Estimating Energy Dissipation Capacity of Flexure-Dominated RC Members
엄태성;박홍근;
/
Korea Concrete Institute
, v.14, no.6, pp.989-1000,
|
|
| 21 |
Confinement Range of Transverse Reinforcements for T-shaped Reinforced Concrete Walls
하상수;오영훈;최창식;이리형;
/
Korea Concrete Institute
, v.14, no.6, pp.1001-1009,
|
|
| 22 |
Prediction of the Torsional Strength of Reinforced Concrete Beams Subjected to Pure Torsion
이정윤;박지선;
/
Korea Concrete Institute
, v.14, no.6, pp.1010-1021,
|
|
| 23 |
Integrity Assessment Models for Bridge Structures Using Fuzzy Decision-Making
안영기;김성칠;
/
Korea Concrete Institute
, v.14, no.6, pp.1022-1031,
|
|
| 24 |
Mechanical Properties of Steel Fiber Reinforced Concrete Using Waste Glass
박승범;이봉춘;
/
Korea Concrete Institute
, v.14, no.6, pp.1032-1039,
|
|