## 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¦
Buckling analysis of steel arch bridges
β Scribed by A.S. Vlahinos; J.Ch. Ermopoulos; Yang-Cheng Wang
- Book ID
- 107894237
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 469 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0143-974X
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