Seismic energy based damage analysis of the bridge columns /
Abstract: This study is concerned with the computational modeling of energy absorption (fatigue) capacity of reinforced concrete bridge columns by using a cyclic dynamic Fiber Element computational model. The results are used with a smooth hysteretic rule to generate seismic energy demand. By compar...
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Detalles Bibliográficos
| Formato: | Tesis
Libro
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| Lenguaje: | Spanish |
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| Publicado: |
New York :
State University of New York,
1993
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