Effect oh the rise-thickness ratio on stabbility a circular arch
碩士 === 國立臺灣海洋大學 === 河海工程學系 === 98 === Abstract Arched structure common in mechanical, aerospace and civil engineering, especially in civil engineering applies to lack, such as dam, bridge, arch-shaped roof, and so the use of the unique characteristics of arch structure. However, often arched st...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2010
|
Online Access: | http://ndltd.ncl.edu.tw/handle/16219953603778221169 |
id |
ndltd-TW-098NTOU5192069 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-098NTOU51920692015-10-13T19:35:33Z http://ndltd.ncl.edu.tw/handle/16219953603778221169 Effect oh the rise-thickness ratio on stabbility a circular arch 圓拱深厚比影響穩定行為之研究 YU XIONG ZENG 曾毓雄 碩士 國立臺灣海洋大學 河海工程學系 98 Abstract Arched structure common in mechanical, aerospace and civil engineering, especially in civil engineering applies to lack, such as dam, bridge, arch-shaped roof, and so the use of the unique characteristics of arch structure. However, often arched structure occurred during the construction phase of unstable behavior, a conservative estimate of the buckling load the structure will help prevent the sudden collapse occurs. This article is mainly for the dome structure to withstand radial and transverse uniform load uniform load, according to non-linear response, combined with Newton La Fusen numerical methods for nonlinear structural analysis and estimating the critical balance plane, and according to Results of perturbation force after buckling and displacement relationship. Analysis using SAP2000 software to help and to verify the accuracy of the research methods. QIU SHUI Lü 呂秋水 2010 學位論文 ; thesis 118 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 國立臺灣海洋大學 === 河海工程學系 === 98 === Abstract
Arched structure common in mechanical, aerospace and civil engineering, especially in civil engineering applies to lack, such as dam, bridge, arch-shaped roof, and so the use of the unique characteristics of arch structure. However, often arched structure occurred during the construction phase of unstable behavior, a conservative estimate of the buckling load the structure will help prevent the sudden collapse occurs. This article is mainly for the dome structure to withstand radial and transverse uniform load uniform load, according to non-linear response, combined with Newton La Fusen numerical methods for nonlinear structural analysis and estimating the critical balance plane, and according to Results of perturbation force after buckling and displacement relationship. Analysis using SAP2000 software to help and to verify the accuracy of the research methods.
|
author2 |
QIU SHUI Lü |
author_facet |
QIU SHUI Lü YU XIONG ZENG 曾毓雄 |
author |
YU XIONG ZENG 曾毓雄 |
spellingShingle |
YU XIONG ZENG 曾毓雄 Effect oh the rise-thickness ratio on stabbility a circular arch |
author_sort |
YU XIONG ZENG |
title |
Effect oh the rise-thickness ratio on stabbility a circular arch |
title_short |
Effect oh the rise-thickness ratio on stabbility a circular arch |
title_full |
Effect oh the rise-thickness ratio on stabbility a circular arch |
title_fullStr |
Effect oh the rise-thickness ratio on stabbility a circular arch |
title_full_unstemmed |
Effect oh the rise-thickness ratio on stabbility a circular arch |
title_sort |
effect oh the rise-thickness ratio on stabbility a circular arch |
publishDate |
2010 |
url |
http://ndltd.ncl.edu.tw/handle/16219953603778221169 |
work_keys_str_mv |
AT yuxiongzeng effectohtherisethicknessratioonstabbilityacirculararch AT céngyùxióng effectohtherisethicknessratioonstabbilityacirculararch AT yuxiongzeng yuángǒngshēnhòubǐyǐngxiǎngwěndìngxíngwèizhīyánjiū AT céngyùxióng yuángǒngshēnhòubǐyǐngxiǎngwěndìngxíngwèizhīyánjiū |
_version_ |
1718042745722896384 |