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RISStudy of Fire Resistance and Flexural Capacity of EEBM Connections under Postearthquake Fire
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the fire resistance of extended end-late beam-column middle (EEBM) joints, taking into account the gradient temperature effect under postearthquake fire (PEF). First, finite element (FE) models of ...
Effects of Structural Size on Postearthquake Fire Resistance of HSS-CHS-SHS T-Joints under Nonuniform Elevated Temperatures
Publisher: ASCE
Abstract: Limited research has been conducted on the fire resistance of high-strength steel (HSS) T-joints after an earthquake. The aim of this study is to assess postearthquake fire resistance and determine the optimal design ...