Seismic Demand on Shear Panel Dampers Installed in Steel-Framed Bridge Pier Structures |
| |
| Authors: | Hanbin Ge Xi Chen Nobuyuki Matsui |
| |
| Institution: | 1. Department of Civil Engineering , Meijo University , Nagoya, Japan gehanbin@ccmfs.meijo-u.ac.jp;3. Department of Civil Engineering , Nagoya University , Nagoya, Japan;4. Construction Material Developing Division , Nippon Steel Corporation , Tokyo, Japan |
| |
| Abstract: | This study is aimed at investigating the demand on shear panel dampers (SPDs) installed in steel structures under strong earthquake motions to serve as guidance for the recommended capacity of SPDs in seismic design. For this purpose, an extensive dynamic analysis is carried out on steel bridge pier structures with SPD devices. To describe the restoring force characteristics of SPDs, the analysis uses a newly developed combined hardening model based on experimental data. The seismic demands made on SPD devices are examined and then summarized to give recommended values for determining the necessary deformation capacity of SPDs. |
| |
| Keywords: | Capacity Demand Dynamic Analysis Seismic Design Shear Panel Damper Steel Structure |
|
|
