Post-buckling analysis of shear-deformable composite beams using a novel simple two-unknown beam theory

논문상세정보
' Post-buckling analysis of shear-deformable composite beams using a novel simple two-unknown beam theory' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목 공학
  • analytical modeling
  • composite beams
  • novel beam theory
  • post-buckling
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
794 15

0.0%