Presentation Information

[CS10-75]Evaluation of Equivalent Damping Ratio of Transmission Tower due to Slip of Bolted Joints

*Daisuke Takabatake1 (1. Central Research Institute of Electric Power Industry)

Keywords:

Overhead transmission tower,Slip of bolted joints,Seismic response analysis,Equivalent damping ratio

Login required to view


Comment

To browse or post comments, you must log in.Log in