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사장교 케이블에 대한 개선된 장력 평가 방법Improved estimation method for cable tension of cable-stayed bridges

Other Titles
Improved estimation method for cable tension of cable-stayed bridges
Authors
최동호박완순권순길
Issue Date
Apr-2013
Publisher
한국구조물진단유지관리공학회
Citation
한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집, v.17, no.1, pp.15 - 18
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OTHER
Journal Title
한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집
Volume
17
Number
1
Start Page
15
End Page
18
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/162975
Abstract
This study presents a new estimation method for cable tension considering the initial deflection, the natural frequency changing, and the initial curvature shortening of an oscillating cable in the existing estimation formulas. The re-estimation for the cable-stayed Alamillo Bridge in Spain shows that the new procedure estimates tension force of the cables more accurately.
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서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

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