## Abstract In this study the employment of bucklingβrestrained braces (BRBs) as energy dissipation dampers is attempted for seismic performance upgrading of steel arch bridges and the effectiveness of BRBs to protect structures against strong earthquakes is numerically studied. With buckling restr
β¦ LIBER β¦
A method for examining the seismic performance of steel arch deck bridges
β Scribed by Liang, Cheng-Yu ;Chen, Airong
- Book ID
- 107477218
- Publisher
- Higher Education Press and Springer
- Year
- 2010
- Tongue
- English
- Weight
- 638 KB
- Volume
- 4
- Category
- Article
- ISSN
- 1673-7407
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