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Title |
A test study on the static/dynamic response of PC structures according to the connection method and damage degree of PC concrete structures for rapid application of PC concrete construction around railway stations
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Authors |
박창진(Chang-Jin Park) ; 정한중(Han-Jung Jeong) ; 박용걸(Yong-Gul Park) |
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DOI |
https://doi.org/10.11112/jksmi.2020.24.5.53 |
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Keywords |
연결체 프리캐스트; 프리캐스트 구조물; 정적 해석; Mode 해석; 취약 단면; 최적 설계 Mode Connection precast; Precast structure; Static analysis; Mode analysis; Weak section; Optimal design; rapid construction; broad-headed iron core |
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Abstract |
In this study, smart precast-in-place concrete, such as continuity with Precast any technology that can be the Application of Building Structures and railway stations, civil structures. After the same way in the field installation design based on the criteria railways and derived the right section, through the Static and Dynamic Response Analysis. Dynamic sensor and the triaxial acceleration measured by attaching the sensor acceleration response according to the extent of the damage of Precast Panel Structures and mode of Precast Structures, by comparing the data. Data for the stability and improvement of the uncertainty in along a railroad and Future of Precast Panel Structures of time to replace. This is to use this data as basic data on damage prediction.
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