An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading
Structural engineers usually limit the use of HSC columns to seismic active zones because of their britle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A possible solution to improve the ductile behavior of HSC columns is the use of tr...
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| Altres autors: | , |
| Format: | article |
| Idioma: | anglès |
| Publicat: |
2012
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| Accés en línia: | http://ridda2.utp.ac.pa/handle/123456789/2824 |
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