About this Journal
Instructions for Authors
Detailed Analysis of Vertical Connector in Modular Roadway Slab Under Temperature and Lifting Loading
WooSeok Kim, Jeonghee Nam ...
In terms of bridge construction, the concrete deck slab is weak members compared to beam members of the ...
Evaluating Shrinkage Characteristic of Ternary Grout for PSC Bridge Using Expansive Additive and Shrinkage Reducing Agent
Tian-Feng Yuan, Gi-Hong An ...
This paper reports on analyzing the free and restrained shrinkage characteristic of ternary grout used cementitious ...
Evaluation of Shear Behavior of Beams Strengthened in Shear with Carbon Fiber Reinforced Polymer with Mohr’s Circle
Beams strengthened in shear with Carbon Fiber Reinforced Polymer (CFRP) which had different transverse reinforcement ...
Combined Effects of Sustained Load and Temperature on Pull-off Strength and Creep Response between CFRP Sheet and Concrete Using Digital Image Processing
Yong-Ha Hwnag, Keun-Hyeok Yang ...
This paper aims at examining the effects of sustained load and elevated temperature on the time-dependent deformation ...
Development of Short-span Precast Concrete Panels for Railway Bridge
Dae-Ho Seol, Kyoung-Chan Lee
This paper presents experimental static test results of the precast concrete panels developed for short-span concrete ...
Effect of Transverse Reinforcement on the Shear Friction Capacity of Concrete Interfaces with Construction Joint
Yong-Ha Hwnag and Keun-Hyeok Yang ...
The objective of the present study is to evaluate the shear transfer capacity of transverse reinforcement at the concrete ...
Flexural Capacity of RC Composited H-Pile
Min-June Kim, Geun-Ock Shin ...
The composited structural member in which two or more materials having different stress-strain relationships ...
Vibration Properties of Concrete Overlays using RS-LMC
Min-June Kim, Geun-Ock Shin ...
RS-LMC (Rapid Setting Latex Modified Concrete) has been widely used as repair material for bridge deck overlay or ...
A Study on Applicability of Tensile Constitutive Model of Steel Fiber Reinforced Concrete in Model Code 2010
Dong-Jin Yeo, Duk-Man Kang, ...
Tensile constitutive stress-strain model of steel fiber reinforced concrete (SFRC) in fib MC2010 was investigated. In order to ...
The Strength Characteristics of Activated Multi-Component Cement with Kaolinite
Tae-Wan Kim and Im-Gon Kim
The paper presented investigates the effects of kaolinite on strength properties of alkali-activated multi-component ...
Performance Based Evaluation of Concrete Chloride Diffusion Resistance from Wind Speed-Sunlight Exposure Time Curing Conditions of Climate Change
Tae-Kyun Kim, Chul-Min Cho ...
Recently, extreme climate change has been occurring globally not only in the simple form of temperature increases ...
Behavior of 550MPa 43mm Hooked Bars Embedded in Beam-Column Joints
Min-Seo Bae, Sung-chul Chun ...
In the construction of nuclear power plants, only 420 MPa reinforcing bars are allowed and, therefore, so many ...
Cyclic Lateral Loading Test for Cast-In-Place Concrete-Filled Hollow PC Columns Using Permanent Inner form
Analysis of High Velocity Impact on SFRC Panels Using ABAQUS
Seismic Performance Assessment of Roof-Level Joints with SteelFiber-Reinforced High-Strength Concrete
Service Life Evaluation through Probabilistic Method Considering Time-Dependent Chloride Behavior
Shear Friction Strength Model of Concrete considering Transverse Reinforcement and Axial Stresses
Suite 1009, New Bldg. The Korea Science & Technology Center, 22, Teheran-ro 7-gil, Gangnam-gu, Seoul 06130, Rep. of Korea
Tel +82-2-568-5984~7 Fax +82-2-568-1918 E-mail
Copyright© Korea Concrete Institute All rights reserved.
::::: family Site :::::