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This study is aimed to assess the stability of cable bridge by determining the geometric shape of the suspension bridge among the domestic coastal structures in public use after their completion of construction and the displacement of the target suspension bridge after public use. For this purpose, this study calculated the length between pylon piers for each period, sag, sag ratio and the displacement of pylon. Compared to the management standards for each step across different pylon behaviors of the target suspension bridge, this study found that the target suspension bridge behaves stably within the maintenance standards. To identify the behaviors of a 2012년 10월 10일 접수 Received on October 10, 2012 / 2012년 11월 30일 수정 Revised on November 30, 2012 / 2012년 12월 12일 심사완료 Accepted on December 12, 20121 동의대학교 토목공학과 Department of Civil Engineering, Dong-Eui University2 동의대학교 도시공학과 Department of Urban Engineering, Dong-Eui University3 부산시설관리공단 Busan Infrastructure Corporation※ Corresponding Author E-mail : dymun@deu.ac.kr |
