Experimental observations and theoretical predictions were presented for a total of 8 reinforced concrete wall with all sides being exposed to ISO standard heating curve. In the modeling of wall axial deformation under constant load at varying elevated temperature conditions, numerical models on heat transfer and spalling were considered along with the mechanical model. Based on the model, preditions on the fire resistance of the bearing wall under the axial load was presented.

• 이차돈(중앙대학교 건축학부 교수, 공학박사) | Lee, Chadon
• 이송희(중앙대학교 대학원, 석사) | Lee, Songhee