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