지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2020.4
- 수록면
- 135 - 142 (8page)
이용수
초록· 키워드
오류제보하기
The new method for evaluating the displacement tolerance of sky-bridges with pin-roller type supports was proposed considering both return period of phase difference between connected buildings and geometrical characteristics of skybridge. Because displacement tolerance is relative value, which is most affected by the phase difference of the connected buildings, the dynamic response of these building with time history analysis should be evaluated. However, the initial phase could not be specified, so the result of displacement tolerance would be varied with respect to initial value. Thus, the tolerance can be reasonably evaluated SRSS calculation with design displacements based on statistical approach and of each building. In addition, the geometrical characteristics of sky-bridge should be considered because the transverse displacement of sky-bridge span causes the shear deformation of the bridge and longitudinal displacement tolerance cannot release the shear deformation. Therefore, the some pin-end support in sky-bridge should have longitudinal displacement tolerance to accommodate the shear deformation. By resolving this shear deformation, it is possible not only to accommodate transverse displacement, but also to avoid the complicated joint details such as both pot bearing and guided supports with shear key.
목차
Abstract
1. 서론
2. 동적 위상차를 고려한 스카이브리지 상대변위
3. 스카이브리지의 기하학적 고려사항
4. 예제: 경간수직 및 비틀림 변위가 있는 브리지 설계
5. 요약 및 결론
REFERENCES
참고문헌 (11)
참고문헌 신청
Architectural Institute of Korea (2016). Korea Building Code and Commentary Ch. 3 Design Load, p.61-283 (in Korean)
Ha, Y. (2018). Proposal of Return Period and Basic Wind Speed Map to Estimate Wind Loads for Strength Design in Korea, Journal of the Architectural Institute of Korea Structure and Construction, 34(2), p.29-40. (in Korean)
Kang, J., Chae, S., & Kim, H.(2010). Vibration Control of Adjacent Buildings using a Smart Sky-bridge, Journal of the Korea Association for Spatial Structures, 10(4), 93-102 (in Korean)
Kim, D., & Kim, J. (2016). Analytical Evaluation on the Separation of a Sky-bridge, Proceedings of KASS Spring Conference, 12(1), 91-92 (in Korean)
Kim, G., Kim, H., & Kim, S. (2017). Serviceability Evaluation of Sky Bridge with Isolation Device, Journal of the Korea Association for Spatial Structures, 17(2) (in Korean)
Ha, Y. (2018). Proposal of Return Period and Basic Wind Speed Map to Estimate Wind Loads for Strength Design in Korea, Journal of the Architectural Institute of Korea Structure and Construction, 34(2), p.29-40. (in Korean)
Kang, J., Chae, S., & Kim, H.(2010). Vibration Control of Adjacent Buildings using a Smart Sky-bridge, Journal of the Korea Association for Spatial Structures, 10(4), 93-102 (in Korean)
Kim, D., & Kim, J. (2016). Analytical Evaluation on the Separation of a Sky-bridge, Proceedings of KASS Spring Conference, 12(1), 91-92 (in Korean)
Kim, G., Kim, H., & Kim, S. (2017). Serviceability Evaluation of Sky Bridge with Isolation Device, Journal of the Korea Association for Spatial Structures, 17(2) (in Korean)
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