Dynamic Analysis of Space Frameworks on the Elastic soil

탄성 지반상에 놓인 3차원 골조구조물의 동적해석

  • 장병순 (부산대학교 공과대학 토목공학과) ;
  • 서상근 (부산대학교 공과대학 토목공학과)
  • Published : 1996.10.01

Abstract

When a load such as the mechanical load, the wind load, and the seismic load causing a vibration, acts on the body of the 3-D frameworks with slab, it is required to consider the dynamic behavior of elastic soil as well as that of 3-D structure in the structural analysis. Thus, this study presents the analysis of dynamic behavior using finite element method that is formulated by using a model of the 3-D structure. For the idealization of the actual structure closely into a geometric shape, plate is subdivided into 4-node plate element with the flexibility, beam-column is subdivided into 2-node beam element, and elastic soil is subdivided into 8-node brick element.

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