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논문 기본정보

Study on Seismic Response of Self-anchored Suspension Bridge Based on 2D-coherence Model

논문 개요

기관명, 저널명, ISSN, ISBN 으로 구성된 논문 개요 표입니다.
기관명 NDSL
저널명 西北地震學報 = Northwestern seismological journal
ISSN 1000-0844,
ISBN

논문저자 및 소속기관 정보

저자, 소속기관, 출판인, 간행물 번호, 발행연도, 초록, 원문UR, 첨부파일 순으로 구성된 논문저자 및 소속기관 정보표입니다
저자(한글) LI, Jie,LI, Na
저자(영문)
소속기관
소속기관(영문)
출판인
간행물 번호
발행연도 2008-01-01
초록 Usually the 1 D-coherence model is used to simulate seismic excitation, that means only a variation which travels along the direction of seismic wave is considered. However, when the distance between two points, which are at vertical direction to the wave way, is some long ( e. g. at both side of a bridge } , the coherence appears. In this paper, based on 2D-coherence model, using the triangular series method, considering the effect of frequency to wave velocity and the effect of seismic wave lag to non-uniformly modulation function, the artificial seismic wave is formed to every support of a self-anchored suspension bridge. The wave is used to research the seismic responses of the bridge structure in different excitation way. The result is compared with the result of 1 D-coherence, and from comparing some valued conclusions are gained.
원문URL http://click.ndsl.kr/servlet/OpenAPIDetailView?keyValue=03553784&target=NART&cn=NART51686626
첨부파일

추가정보

과학기술표준분류, ICT 기술분류,DDC 분류,주제어 (키워드) 순으로 구성된 추가정보표입니다
과학기술표준분류
ICT 기술분류
DDC 분류
주제어 (키워드) Self-anchored suspension bridge,2D-coherence model,Artificial seismic wave,Seismic response