Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement
碩士 === 國立中興大學 === 土木工程學系所 === 102 === While traditional industrial plants are converted to high-tech factories, better anti-vibration environment is required to ensure effective and satisfactory functioning of the installed costly precision machinery. The basic restriction of this research is to pr...
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ndltd-TW-102NCHU50150652017-10-15T04:36:39Z http://ndltd.ncl.edu.tw/handle/87755638684698231641 Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement 以機具配重提升廠房轉型耐震能力 Bo-You Lin 林柏佑 碩士 國立中興大學 土木工程學系所 102 While traditional industrial plants are converted to high-tech factories, better anti-vibration environment is required to ensure effective and satisfactory functioning of the installed costly precision machinery. The basic restriction of this research is to preserve the plant building structure. The tactics is to minimize the distance between center of mass and center of rigidity of each floor through relocation of production lines and heavy equipments. Theoretically, by doing this, the vibration of the building due to earthquakes can be reduced. An existing four-floor traditional industrial building is chosen as the target of this study. Dynamic linear time series analyses have been implemented using commercial structural analyses package ETABS. The maximum displacements and accelerations of the structural are investigated for various step by step adjustment of the loads.Further, an uniform load case was used to check the effectiveness of the various deployment. Results show that the relocation of the equipments could reduce the dynamic responses such as displacements and accelerations. However, this method is not effective for structure with small eccentricities. 閻嘉義 2014 學位論文 ; thesis 138 zh-TW |
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碩士 === 國立中興大學 === 土木工程學系所 === 102 === While traditional industrial plants are converted to high-tech factories, better anti-vibration environment is required to ensure effective and satisfactory functioning of the installed costly precision machinery.
The basic restriction of this research is to preserve the plant building structure. The tactics is to minimize the distance between center of mass and center of rigidity of each floor through relocation of production lines and heavy equipments. Theoretically, by doing this, the vibration of the building due to earthquakes can be reduced.
An existing four-floor traditional industrial building is chosen as the target of this study. Dynamic linear time series analyses have been implemented using commercial structural analyses package ETABS. The maximum displacements and accelerations of the structural are investigated for various step by step adjustment of the loads.Further, an
uniform load case was used to check the effectiveness of the various deployment. Results show that the relocation of the equipments could reduce the dynamic responses such as displacements and accelerations. However, this method is not effective for structure with small eccentricities.
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author2 |
閻嘉義 |
author_facet |
閻嘉義 Bo-You Lin 林柏佑 |
author |
Bo-You Lin 林柏佑 |
spellingShingle |
Bo-You Lin 林柏佑 Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
author_sort |
Bo-You Lin |
title |
Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
title_short |
Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
title_full |
Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
title_fullStr |
Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
title_full_unstemmed |
Improving Seismic Capacity of Factory Buildings in terms of Equipment Arrangement |
title_sort |
improving seismic capacity of factory buildings in terms of equipment arrangement |
publishDate |
2014 |
url |
http://ndltd.ncl.edu.tw/handle/87755638684698231641 |
work_keys_str_mv |
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