Earticle

초록

영어

This study developed an analytical model for predicting nonlinear behavior of flat plate structures. The developed model can predict the failure sequence until punching failure occurs. For verifying the analytical model, the test results of flat plate slab column connections were compared with the results of the analysis.

목차

Abstract
 1. 서론
  1.1 연구의 배경 및 목적
 2. 본론
  2.1 무량판 실험
  2.2 해석 모델
  2.3. 해석 모델 검증
 3. 결론
 참고문헌

저자

• 최지혜 [ Choe, Ji-hye | 경상대 대학원 석사과정 ]
• 윤정배 [ Yoon, Jeong-bae | 경상대 건축공학과 교수, 공학박사 ]

참고문헌