Modelling of Continuous Beam to Column Connections in Post Earthquake Fire

Modelling of Continuous Beam to Column Connections in Post Earthquake Fire

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Part of #Modelling of Continuous Beam to Column Connections in Post Earthquake Fire# :

Publishing year : 2012

Conference : Fourth International Conference on Reinforcement

Number of pages : 8

Abstract: Earthquakes cause devastating damages to urban conditions, and in many post-earthquake cases, fire occurs causing more damage from the earthquake. Modern buildings have enough resistance against the expected loss of power and adequate security against the fire, taking into account the separate occurrence of these incidents. In any event, a post-fire incident is unusual. After the collapse, the structure may suffer significant damage and the fire-resistant system will be significantly damaged. In this case, the fire performance of the structure will be severely reduced, and such conditions may be a serious threat. B It is a structural stability and it is damaging to the safety of the lives of the inhabitants and the aid workers. Therefore, consideration of such scenarios is necessary in designing a building in a seismic zone, especially for post-accidental facilities. Materials used for structural components and their mechanical behavior under fire and intensity Foreign forces are important factors affecting the performance of buildings in burning.