Numerical Analysis of the Interaction Behavior of 3D Structure
碩士 === 國立中央大學 === 土木工程研究所 === 91 === ELLIPSE3D can simulate lots of material, such as mineral, powder, ballast, dusting powder, lead particles,...ect . However, in plenty of situation, the simulation is related to the plasmodium. And the displacement, the situation of accepting forces of the plasmod...
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ndltd-TW-091NCU050150102016-06-22T04:14:29Z http://ndltd.ncl.edu.tw/handle/10979743950072870914 Numerical Analysis of the Interaction Behavior of 3D Structure 三維顆粒介質與變形體互制行為之數值模擬 KAI-WEN CHENG 鄭凱文 碩士 國立中央大學 土木工程研究所 91 ELLIPSE3D can simulate lots of material, such as mineral, powder, ballast, dusting powder, lead particles,...ect . However, in plenty of situation, the simulation is related to the plasmodium. And the displacement, the situation of accepting forces of the plasmodium are needed to be known in most cases. For that reason, to make the using of the ELLIPSE3D can meet the needs of engineering environment around, in this thesis, the vector form intrinsic finite element are figured as plasmodium to be linked with the ELLIPSE3D. Also make use of Auto CAD & Teeplot to display the distribution, internal composition & both internal & external physical strength variation of the particles & plasmodium in the space, and discuss correlative between 3 dimensions discrete element and plasmodium. The simulate analysis of the pile accept lateral loading by using the improved formulas are condueted in this thesis. In the process of simulating, those parts that couldn’t be operated or measured easily by experiment may be covered. For example: (1).Modifying the elastic coefficient of the pile can simulate the long-pile’s or short-pile’s variation.(2).The soil reaction curve of the pile side in accepting forces can be measured directly. none 盛若磐 2003 學位論文 ; thesis 113 zh-TW |
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碩士 === 國立中央大學 === 土木工程研究所 === 91 === ELLIPSE3D can simulate lots of material, such as mineral, powder, ballast, dusting powder, lead particles,...ect . However, in plenty of situation, the simulation is related to the plasmodium. And the displacement, the situation of accepting forces of the plasmodium are needed to be known in most cases. For that reason, to make the using of the ELLIPSE3D can meet the needs of engineering environment around, in this thesis, the vector form intrinsic finite element are figured as plasmodium to be linked with the ELLIPSE3D. Also make use of Auto CAD & Teeplot to display the distribution, internal composition & both internal & external physical strength variation of the particles & plasmodium in the space, and discuss correlative between 3 dimensions discrete element and plasmodium.
The simulate analysis of the pile accept lateral loading by using the improved formulas are condueted in this thesis. In the process of simulating, those parts that couldn’t be operated or measured easily by experiment may be covered. For example: (1).Modifying the elastic coefficient of the pile can simulate the long-pile’s or short-pile’s variation.(2).The soil reaction curve of the pile side in accepting forces can be measured directly.
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author2 |
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author_facet |
none KAI-WEN CHENG 鄭凱文 |
author |
KAI-WEN CHENG 鄭凱文 |
spellingShingle |
KAI-WEN CHENG 鄭凱文 Numerical Analysis of the Interaction Behavior of 3D Structure |
author_sort |
KAI-WEN CHENG |
title |
Numerical Analysis of the Interaction Behavior of 3D Structure |
title_short |
Numerical Analysis of the Interaction Behavior of 3D Structure |
title_full |
Numerical Analysis of the Interaction Behavior of 3D Structure |
title_fullStr |
Numerical Analysis of the Interaction Behavior of 3D Structure |
title_full_unstemmed |
Numerical Analysis of the Interaction Behavior of 3D Structure |
title_sort |
numerical analysis of the interaction behavior of 3d structure |
publishDate |
2003 |
url |
http://ndltd.ncl.edu.tw/handle/10979743950072870914 |
work_keys_str_mv |
AT kaiwencheng numericalanalysisoftheinteractionbehaviorof3dstructure AT zhèngkǎiwén numericalanalysisoftheinteractionbehaviorof3dstructure AT kaiwencheng sānwéikēlìjièzhìyǔbiànxíngtǐhùzhìxíngwèizhīshùzhímónǐ AT zhèngkǎiwén sānwéikēlìjièzhìyǔbiànxíngtǐhùzhìxíngwèizhīshùzhímónǐ |
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1718315714503245824 |