橋梁の耐震 (6)／免震・制震 (1)

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[CS10-117] Energy absorption effect of shear panels placed at the base of the main tower of a cable-stayed bridge

*Tsutomu Yoshizawa¹, Tsutomu Yoshioka¹, Masafumi Matsuura¹, Masatsugu Shinohara², Masaaki Isa², Ryota Yaegaki² (1. Dia Nippon Engineering Consultants Co. Ltd., 2. Hanshin Expressway Company Limited)

Keywords:

continuous cable-stayed bridge,redundancy,Vibration control structure,shear panel damper,low yield point steel

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