In the 2000s, a lot of cable-type grand bridges are being built in consideration of economic aspects such as the reduction of logistics costs and the distribution of traffic volume due to rapid economic development. In addit...
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다국어 초록 (Multilingual Abstract)
In the 2000s, a lot of cable-type grand bridges are being built in consideration of economic aspects such as the reduction of logistics costs and the distribution of traffic volume due to rapid economic development. In addit...
In the 2000s, a lot of cable-type grand bridges are being built in consideration of economic aspects such as the reduction of logistics costs and the distribution of traffic volume due to rapid economic development. In addition, because the recently installed grand bridges are designed in an aesthetic form that matches the surrounding environment as well as the original function of the road bridge, and serves as a milestone in an area and is used as an excellent tourism resource, attracting many vehicles and people, there is an urgent need for a safety structure that can ensure the safety of not only vehicles but also people. In order to make cable-stayed bridge safe on wind for additional five safety structures, main girder models with and without safety structures for wind-tunnel experiments was made, and wind tunnel experiments was carried out to measure aerodynamic force coefficients. Also, wind-resistant analyses of 3D cable-stayed bridge were performed on the basis of wind-tunnel experiment results. From the wind tunnel experiments for the aerodynamic force coefficients of main girder with five safety structures and the wind resistant analyses of cable-stayed bridge without safety structure and with safety structure, it was concluded that the best form of wind-resistant safety was shown in the order of mesh, standard, bracing, hollow, and closed type. And wind-resistant safety of cable-stayed bridge with hollow and closed type on design wind speed 68.0m/sec was not secured. Finally, as five safety structures are installed, maximum rate of stress increments was shown in the order of steel main beam, steel floor beam, concrete floor beam and cables.
참고문헌 (Reference)
1 허택녕, "풍동실험을 통한 사장교의 내풍 안전성 검토" 한국산업융합학회 23 (23): 637-644, 2020
2 김종일, "재하실험을 통한 사장교의 3차원 동적거동에 관한 연구" 창원대학교 산업정보대학원 2008
3 한국도로교통협회, "도로교 설계기준"
1 허택녕, "풍동실험을 통한 사장교의 내풍 안전성 검토" 한국산업융합학회 23 (23): 637-644, 2020
2 김종일, "재하실험을 통한 사장교의 3차원 동적거동에 관한 연구" 창원대학교 산업정보대학원 2008
3 한국도로교통협회, "도로교 설계기준"
Optimized Location Selection of Active Mounting System Applied to 1D Beam Structure
6kW V2H Power Converter Using Isolated CLLC DAB Converter
Dynamic Modeling-based Flight P-PD Controller Applied to a Quadrotor
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2027 | 평가예정 | 재인증평가 신청대상 (재인증) | |
2021-01-01 | 평가 | 등재학술지 유지 (재인증) | ![]() |
2018-01-01 | 평가 | 등재학술지 선정 (계속평가) | ![]() |
2016-08-29 | 학회명변경 | 영문명 : The Korean Society of Industrial Conversion -> The Korean Society of Industry Convergence | ![]() |
2016-08-29 | 학술지명변경 | 한글명 : 한국산업응용학회논문집 -> 한국산업융합학회논문집외국어명 : Journal of The Korean Society of Industrial Application -> Journal of The Korean Society of Industry Convergence | ![]() |
2016-08-25 | 학회명변경 | 한글명 : 한국산업응용학회 -> 한국산업융합학회영문명 : The Korean Society Of Industrial Application -> The Korean Society of Industrial Conversion | ![]() |
2016-01-01 | 평가 | 등재후보학술지 선정 (신규평가) | ![]() |
학술지 인용정보
기준연도 | WOS-KCI 통합IF(2년) | KCIF(2년) | KCIF(3년) |
---|---|---|---|
2016 | 0 | 0 | 0 |
KCIF(4년) | KCIF(5년) | 중심성지수(3년) | 즉시성지수 |
0 | 0 | 0 | 0 |