Determination of Equivalent Vehicle Load Factors for Flat Slab Parking Structures Using Artificial Neural Networks

인공 신경망을 이용한 플랫 슬래브 주차장 구조물의 등가차량하증계수

  • 곽효경 (한국과학기술원 건설 및 환경공학가) ;
  • 송종영 (한국과학기술원 건설 및 환경공학과) ;
  • 이기장 (삼성중공업㈜ 건축기술팀) ;
  • 이정원 (삼성중공업㈜ 기술연구소)
  • Published : 2002.04.01

Abstract

In this paper, the effects of vehicle loads on flat slab system are investigated on the basis of the previous studies for beam-girder parking structural system. The influence surfaces of flat slab for typical design section are developed for the purpose of obtaining maximum member forces under vehicle loads. In addition, the equivalent vehicle load factors for flat slab parking structures are suggested using artificial neural network. The network responses are compared with the results by numerical analyses to verify the validation of Levenberg-Marquardt algorithm adopted as training method in this paper. Many parameter studies fur the flat slab structural system show dominant vehicle load effects at the center positive moments in both column and middle strips, like the beam-girder parking structural system.

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