Application of modified energy method in the nonlinear cyclic behavior of structures
Structural elements exhibit cyclic behavior or hysteresis under seismic loads; therefore, the analysis of this type of response is of great importance in Earthquake Engineering. On the other hand, due to the complexity of this nonlinear behavior and the absence of an explicit function to express the...
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| Autores principales: | , , |
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| Formato: | article |
| Lenguaje: | FA |
| Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2019
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| Materias: | |
| Acceso en línea: | https://doaj.org/article/4e0f7328467d4015bcc286f890c095ba |
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