In case of applying Guss asphalt concrete on steel deck of suspension bridges, the weight of the pavement may lead to a change in cable tension and a inclination of the main tower. And when the construction speed is high or excessive application width is applied it, a high temperature rise occurs at a large area at a time, and demage due to thermal deformation or excessive local stress may be induced in bridge members. In this study, we present a case study of the thermal effect on the structure behavior of the site by numerical analysis.

Abstract
 1. 서 론
 2. 현수교 수치해석 모델링
 3. 수치해석 결과
 4. 결 론

• 이완훈(청운대학교 토목환경공학과) | Lee Wan-Hoon
• 박현웅(청운대학교 토목환경공학과) | Park Hyun-Woong