等方彈性 半無限體上의 板의 解析

Abstract

Isoparametric 要素를 使用한 有限要素法에 依한 等方彈性 半無限體上의 板구조물의 解析方法을 提示하고 있는 本 論文은 基礎를 정확하고 경제적으로 設計하기 위한 土質과 構造物의 相互影響에 對한 硏究를 보여 주고 있다.

等方彈性 半無限體上의 板의 剛度는 板구조물의 剛度에 各 節點에 對한 剛度常數를 合해주면 된다.

An analysis of plate bending on isotropic elastic half-space is solved by the finite element method with isoparametric element. This investigation represents a study of soil-structure interaction aimed to increase structural and economic efficiency in the design of basements.

The stiffness coefficients of the foundations at the various nodes are added to those of the plate bending.

An analysis of plate bending on isotropic elastic half-space is solved by the finite element method with isoparametric element. This investigation represents a study of soil-structure interaction aimed to increase structural and economic efficiency in the design of basements.

The stiffness coefficients of the foundations at the various nodes are added to those of the plate bending.