A corrugated steel plate wall (CSPW) system is advantageous to secure the strength and stiffness required for lateral force resistance because of its high out-of-plane stability. It can also stably dissipate large amounts of energy even after peak strength. In this paper, a preliminary study has been carried out to use the CSPW system in the seismic retrofit of existing reinforced concrete (RC) moment frame buildings. The seismic performance for an example building was evaluated, and then a step-by-step retrofit design procedure for the CSPW was proposed. An equivalent analytical model of the CSPW was also introduced for a practical analysis of the retrofitted building, and the strengthening effect was finally evaluated based on the results of nonlinear analysis.

Abstract
1. 서론
2. 대상 건물 내진성능 검토
3. 파형강판벽 설계 절차
4. 파형강판벽 적용에 따른 보강 효과
5. 결론
References

• 이창환(부경대학교 건축공학과) | Lee Chang-Hwan (Department of Architectural Engineering, Pukyong National University) 교신저자
• 손주기(부경대학교 건축공학과) | Son Joo-Ki (Department of Architectural Engineering, Pukyong National University)