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Title |
Lateral Force Test on Masonry Structures using Engineered Cementitious Composite According to Joint Variable
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Authors |
홍성욱(Seong-Uk Hong) ; 박준혁(Jun-Hyuk Park) |
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DOI |
https://doi.org/10.11112/jksmi.2025.29.1.37 |
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Keywords |
고인성복합체; 횡가력 실험; 조적 구조물; 접합부 변수; 결합력 ECC(Engineered Cementitious Composite); Lateral force; Masonry structure; Joint variable; Fastening |
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Abstract |
This paper is a basic study to evaluate the reinforcement performance and bonding force through joint design developed with Engineered Cementitious Composite to improve the seismic performance and bonding force of the pile structure. In order to examine the bonding force of the joint, an experiment was manufactured according to the variables of the joint on a pile wall reinforced with a Engineered Cementitious Concrete and the lateral force and displacement were measured. The joint experiments reinforced by variables showed an average effect of more than 1.5 times compared to the experiment that was a conventional bonding device, and all experiments except the experiment in which the mesh was bonded showed integration without lifting or separation of the bonding device, confirming that it is effective in bonding force.
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