KLI

等方彈性 半無限體上의 板의 解析

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Alternative Title
Plate Bending Analysis on Isotropic Elastic Half-space
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.
Author(s)
金聲得
Issued Date
1981
Type
Research Laboratory
URI
https://oak.ulsan.ac.kr/handle/2021.oak/4588
http://ulsan.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002024092
Alternative Author(s)
Kim, Sung-Deuk
Publisher
연구논문집
Language
kor
Rights
울산대학교 저작물은 저작권에 의해 보호받습니다.
Citation Volume
12
Citation Number
2
Citation Start Page
305
Citation End Page
311
Appears in Collections:
Research Laboratory > University of Ulsan Report
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