A new lighting support structure composing of two-way wires and pulley, a pulley-type wireway system, was developed to improve the seismic performance of a ceiling type lighting equipment. This study verifies the seismic performance of the pulley-type wireway system using a numerical approach. A theoretical model fitted to the physical features of the newly-developed system was proposed, and it was utilized to compute a frictional coefficient between the wire and pulley sections under tension forces. The frictional coefficient was implemented to a finite element model representing the pulley-type wireway system. Using the numerical model, the seismic responses of the pulley-type wireway system were compared to those of the existing lighting support structure, a one-way wire system. The addition of the pulley component resulted in the increasement of energy absorption capacity as well as friction effect and showed in significant reduction in maximum displacement and oscillation after the peak responses. Thus, the newly-developed wireway system can minimize earthquake-induced vibration and damage on electric equipment.

Abstract
1. 서론
2. 와이어웨이시스템의 역학적 이론구성과 성능 특성
3. 와이어웨이시스템의 역학 관계식과검증
    3.1 와이어웨이시스템 이론식 개발
    3.2 와이어웨이시스템의 장력-마찰계수
4. 유한요소해석을 통한 와이어웨이시스템의 성능 검증
    4.1 유한요소해석 모델 개발
    4.2 와이어웨이시스템의 진동감쇠효과
5. 결론
References

• 트란 반 한(세종대학교 건축공학과) | Tran V. Han
• 진수민(세종대학교 건축공학과) | Jin Su Min (Dept. of Architecture, Sejong University)
• 김성찬((주)세홍) | Kim Sung Chan (Sehong Inc., Ltd.)
• 차지현((주)세홍) | Cha Ji Hyun
• 신지욱(한국건설기술연구원 수석연구원) | Shin Jiuk (Korea Institute of Civil Engineering and Building Technology)
• 이기학(세종대학교 건축공학과) | Lee Kihak (Dept. of Architecture, Sejong University) 교신저자