橋梁の耐震(3)

[I-373] Response value and load sharing rate for the Lower Lateral Bracing of a steel I girder bridge that receives a lateral loads

〇Shuta Miyata¹, Ryoji Tokuhashi¹, Kazuya Magoshi², Tetsuya Nonaka³ (1.Nippon Engineering Consultants, 2.Earthquake Engineering Research Center, 3.Nagoya Institute of Technology)

Keywords:Steel I Girder Bridge, Seismic Design, Lateral Loads, Sharing Rate, Lower Lateral Bracing