杭・基礎工 (3)

1:10 PM - 1:20 PM JST(4:10 AM - 4:20 AM UTC)

[III-373] Design of Shinkansen rigid-frame viaduct considering damping based on underground vibration contribution rate

*Taiji Watabiki¹, Yoshinori Shindo², Taro Ishikawa², Atsushi Makino², Kimitoshi Sakai³ (1. Japan Transportation Consultants,inc., 2. JRTT, 3. Railway Technical Research Institute)

Keywords:

Vibration contribution rate in the underground,attenuation,Earthquake resistant design,nonlinear spectral method,Required yield seismic intensity spectrum

Login required to view

Login is required to view some content.

Log in