Browse > Article
http://dx.doi.org/10.11112/jksmi.2011.15.1.271

An Analytical Evaluation of Vibration Serviceability for Each Bridge Types with Same Span  

Park, Seong Kyu (대구대학교 토목공학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.15, no.1, 2011 , pp. 271-280 More about this Journal
Abstract
This study intends to analytically evaluate the vibration serviceability of the bridges for each long-span type having the same span length and road width using the Meister vibration sensation curve. With MIDAS, a structural analysis program, bridges were modeled using the girders as the frame element and slabs as the plate element. The transient analysis was performed using the moving loads of the design vehicles. This study presents the analytical process of reviewing the vibration serviceability during the design of long-span bridges. It involves the comparison of the vibration serviceability of different bridge types by applying the lagging-behind and acceleration amplitude from transient analysis to Meister curve. The result confirms that the process is appropriate.
Keywords
Meister curve; Vibration serviceability; Long span; Diplacement; Acceleration; Human responses;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 한국시설안전 기술공단, "교량의 진동 ․ 처짐에 대한 사용성 측면에서의 평가절차 수립", 2000.
2 Postlethwaite, F., "Human Susceptibility to Vibration", Eng.J. 157, 1994, pp.61-63.
3 Reiher, H. & Meister, F. J., "Sensitivity of Human to Vibration", Forsch Auf dem Geb. Des Ingen. Vol. 2, No. 11, 1931, pp.381-386.   DOI
4 곽계환, 황해성, 장화섭, 김우종, 김희옥, "PDA와 광섬유 센서를 이용한 교량의 무선계측 시스템 개발", 구조물진단학회지, 제13권, 제1호, 2009, pp.93-94.
5 김상효, 마호성, 조광일, 최문석, "동적해석을 통한 강구조물의 진동사용성 평가방법", 한국강구조학회 학술대회 발표집, 2009, pp.256.
6 김상효, 전귀현, 이용선, 문승재, 고수경, "공용중인 교량의 통행차량에 의한 진동사용성평가", 한구조물진단학회 가을학술발표회 논문집, 2000, Vol.4, No.2, pp.189-194.
7 마이다스아이티, MIDAS로 배우는 교량구조실무, 기문당, 2002.