최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.7 no.6 = no.34, 2003년, pp.9 - 15
권영록 , 최광규 (동아대학교 토목해양학부)
This paper describes a vibration control by using tuned mass damper(i.e., TMD) for an existing footbridge. The footbridge is the simple steel box girder bridge with main span length of 47.7m. This bridge has light weight, low damping and the 1st bending frequency of 1.84㎐. Its frequency is close to ...
Japan Road Association, The Technical Standard of Crossing Facilities, Maruzen, 1979(in Japanese).
Kobori T. and Kajikawa Y., “Ergonomic Evaluation Methods for Bridge Vibrations,” Proc. of JSCE, No. 230, 1974, pp. 114-122(in Japanese).
Kajikawa, Y., Kubo, S., Fukuda, S., and Kondoh, S., “Vibration Characteristics of Prestressed Concrete Stress Ribbon Bridge with Slab deck,” Proc. of Colloquium on Bridge Vibration, 2001. 10, pp. 97-104(in Japanese).
Wheeler, J. E., “Prediction and Control of Pedestrian Induced Vibration in Foot-Bridges,“ J. of Strc. Div. ASCE, Vol. 108, No.ST9, 1982, pp. 2045-2065.
Tanaka, S. and Kato, M., “Design Verification Criteria for Vibration Serviceability of Pedestrian Bridge,” Proc. of JSCE, No. 471/I-24, 1993, pp. 77-84(in Japanese).
BSI, Steel, Concrete and Composite Bridges, Part 2., Specification for Loads, BS5400, 1978.
Kajikawa, Y., “Some Considerations on Ergonomical Serviceability Analysis of Pedestrian Bridge Vibrations,” Proc. of JSCE, Vol. 325, 1982, pp. 23-31(in Japanese).
Okabayashi, T., Yamamori, K., Sanuki, Y., and Tamura, T., “Estimation of Dynamic Characteristics for Structures with Closely Spaced Eigenvalues,” Proc. of JSCE, Vol. 633/"T-49, 1999, pp. 93-102(in Japanese).
※ AI-Helper는 부적절한 답변을 할 수 있습니다.