WIT Press

Non Linear Seismic Response Analysis Of The Aratsu Cable-stayed Bridge

Price

Free (open access)

Paper DOI

10.2495/ERES990181

Volume

41

Pages

12

Published

1999

Size

1,027 kb

Author(s)

K. Yamahira, H. Otsuka, K. Uno, Y. Doujou, I. Katou, A. Fujino

Abstract

In this paper, the seismic capability of existing steel cable-stayed bridges was checked by nonlinear seismic response analysis using the observed records that were obtained at the 1995 Hyogoken Nanbu Earthquake. The effect of boundary condition (consideration of soil spring), modeling of bearing supports on the pier, existence of tuned mass dampe

Keywords