KLI

不定形 콘크리트 슬라브의 應力 特性

Metadata Downloads
Alternative Title
On the Characteristics of Stress Distribution for Irregular Shape Concrete Slabs
Abstract
不定形 콘크리트 슬라브는 荷重傳達體系가 損亂되어 있기 때문에 應力分布에 많은 變化가 있을 것이 豫想된다. 境界條件과 形態가 서로 다른 4가지 경우를 假定하여 콘크리트 슬라브를 均質等方性板으로 보고 差分法(Finite Differences Method)으로 解析하여 各 點에서의 應力을 구한 후 이것을 비교 分析 하였다.
The disturbance of load transfer system of irregular shape concrete slabs will influence the stress distribution of it. 4 cases different in boundary conditions and shapes are analyzed by the Finite Differences Method and the results are investigated.
The disturbance of load transfer system of irregular shape concrete slabs will influence the stress distribution of it. 4 cases different in boundary conditions and shapes are analyzed by the Finite Differences Method and the results are investigated.
Author(s)
成天慶
Issued Date
1977
Type
Research Laboratory
URI
https://oak.ulsan.ac.kr/handle/2021.oak/4622
http://ulsan.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002024209
Alternative Author(s)
Sung,Chun Kyung
Publisher
연구논문집
Language
kor
Rights
울산대학교 저작물은 저작권에 의해 보호받습니다.
Citation Volume
8
Citation Number
1
Citation Start Page
31
Citation End Page
39
Appears in Collections:
Research Laboratory > University of Ulsan Report
Authorize & License
  • Authorize공개
Files in This Item:

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.