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Title: Countermeasure for reducing vibrations of a building for running trains

Book ·
OSTI ID:129050
 [1]
  1. East Railway Japan Co., Shinjyuku, Tokyo (Japan). Tokyo Construction Office

This paper describes the with vibration reduction effect of a railway station building, by making use of special rail fastening devices and track girders for running trains set on the second floor. To estimate the vibration reduction effect, dynamic interaction between trains, supporting girders and building members was analyzed numerically. In order to make a few corrections for calculated values, correction coefficients were introduced by comparing analytical values with measured ones obtained by running trains.

OSTI ID:
129050
Report Number(s):
CONF-950740-; ISBN 0-7918-1325-8; TRN: IM9550%%418
Resource Relation:
Conference: Joint American Society of Mechanical Engineers (ASME)/Japan Society of Mechanical Engineers (JSME) pressure vessels and piping conference, Honolulu, HI (United States), 23-27 Jul 1995; Other Information: PBD: 1995; Related Information: Is Part Of Seismic, shock, and vibration isolation 1995. PVP-Volume 319; Mok, G.C. [ed.] [Lawrence Livermore National Lab., CA (United States)]; Chung, H.H. [ed.] [Argonne National Lab., IL (United States)]; Lin, C.W. [ed.] [Lin (Chi-Wen), Martinez, CA (United States)]; Fujita, S. [ed.] [Tokyo Denki Univ. (Japan). Dept. of Mechanical Engineering]; Ishida, K. [ed.] [Central Research Inst. of Electric Power Industry, Chiba (Japan)]; Suzuki, K. [ed.] [Tokyo Metropolitan Univ. (Japan)]; Karim-Panahi, K. [ed.]; PB: 334 p.
Country of Publication:
United States
Language:
English