In this paper, the finite element analysis of RC frame with concrete compressive material models proposed by many researches were conducted. As a results of FEA, the concrete model suggested by Saenz was compatible than other concrete models from the perspective of initial stiffness and maximum strength.

• 하헌준(충남대학교 건축공학과, 석사과정) | Ha Heonjun
• 오근영(충남대학교 건축공학과, 박사과정) | Oh Keunyeong
• 소재혁(충남대학교 건축공학과, 석사과정) | So Jaehyuk
• 이강민(충남대학교 건축공학과 교수, 공학박사) | Lee Kangmin 교신저자