Performance Evaluation of Moment Connections of Moment Resisting Frames Against Progressive Collapse
When a primary structural element fails due to sudden load such as explosion, the building undergoes progressive collapse. The method for design of moment connections during progressive collapse is different to seismic design of moment connections. Because in this case, the axial force on the connec...
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| Autores principales: | , |
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| Formato: | article |
| Lenguaje: | FA |
| Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2017
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| Materias: | |
| Acceso en línea: | https://doaj.org/article/b3fae0901da7447796c3a2f531bad6b0 |
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