The purpose of this study is to evaluate seismic performances of a modular house system developed by a simple 4-clip fastening method and double metal assembly made of lightweight metals. In order to evaluate structural and non-structural seismic performances of the system. Shaking table test was carried out with full-scale modular units, and a nonlinear pushover analysis was performed to obtain suitable seismic responses for story drifts, displacements, force resistances and dynamic properties of the system. Through 3D analysis and shaking table test, the current method of lightweight modular metal unit assembly and systems with seismic performance of a 4-clip fastening type modular house were demonstrated safe and effective to seismic design.

Abstract
1. 서론
2. 4-클립 체결방식 모듈러 시스템의 개발
3. 모듈러 시스템의 내진성능실험
    3.1 실험개요
    3.2 실험조건
    3.3 실험 결과
4. 모듈러 주택의 구조해석
    4.1 개요
    4.2 구조해석 및 내진성능 예비평가
    4.3 비선형 정적해석 수행
5. 결론
감사의 글
References

• 임현진(조선대학교 건축공학과, 박사후과정, 공학박사) | Lim Hyeon-jin (Dept. of Architectural Eng., Chosun University)
• 조창근(조선대학교 건축공학과 교수, 공학박사) | Cho Chang-Geun (Dept. of Architectural Eng., Chosun University) Corresponding author
• 신정강(㈜조은데코, 대표이사) | Shin Jung-Kang (Joeundeco Co., Ltd., chief executive officer)
• 이선주(조선대학교 건축공학과, 박사과정) | Lee Sun-Joo (Dept. of Architectural Eng., Chosun University)