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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.66 No.5
- 발행연도
- 2018.1
- 수록면
- 595 - 608 (14page)
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This paper deals with the lateral - torsional motion of bridges provided with external cables acting as dampers under the action of horizontal dynamic loads or of walking human crowd loads. A three dimensional analysis is performed for the solution of the bridge models. The theoretical formulation is based on a continuum approach, which has been widely used in the literature to analyze bridges. The resulting equations of the uncoupled motion are solved using the Laplace Transformation, while the case of the coupled motion is solved through the use of the potential energy. Finally, characteristic examples are presented and useful results are obtained.
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참고문헌 (24)
참고문헌 신청
Akopov, A.S. / 2012 / Simulation of human crowd behavior in extreme situations / Int. J. Pure Appl. Math. 79(1):121~138
Bachmann, H. / 1987 / Vibrations in Structures-Induced by Man and Machines / Structural Engineering Document (3e)
Dagbe, C. / 2012 / On the modeling of crowd dynamics by generalized kinetic models / J. Math. Analy. Appl. 385(2):512~532
Dallard, P. / 2001 / The London millennium footbridge / Struct. Eng. 79(22):17~33
Eckhard, B. / 2006 / Crowd synchrony on the London millennium bridge / Chaos 16(4):041104
Bachmann, H. / 1987 / Vibrations in Structures-Induced by Man and Machines / Structural Engineering Document (3e)
Dagbe, C. / 2012 / On the modeling of crowd dynamics by generalized kinetic models / J. Math. Analy. Appl. 385(2):512~532
Dallard, P. / 2001 / The London millennium footbridge / Struct. Eng. 79(22):17~33
Eckhard, B. / 2006 / Crowd synchrony on the London millennium bridge / Chaos 16(4):041104
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