English
| 正體中文 |
简体中文
|
全文筆數/總筆數 : 2928/5721 (51%)
造訪人次 : 375191 線上人數 : 748
RC Version 6.0 © Powered By DSPACE, MIT. Enhanced by
NTU Library IR team.
搜尋範圍
全部NCUTIR
人文創意學院
景觀系(所)
--【景觀系】期刊論文
查詢小技巧:
您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
進階搜尋
主頁
‧
登入
‧
上傳
‧
說明
‧
關於NCUTIR
‧
管理
勤益科大機構典藏
>
人文創意學院
>
景觀系(所)
>
【景觀系】期刊論文
>
Item 987654321/7175
資料載入中.....
書目資料匯出
Endnote RIS 格式資料匯出
Bibtex 格式資料匯出
引文資訊
資料載入中.....
資料載入中.....
請使用永久網址來引用或連結此文件:
http://ir.lib.ncut.edu.tw/handle/987654321/7175
題名:
Vibration control and shock absorption techniques for Hi-Tech manufacturing plants
作者:
宋文沛
貢獻者:
景觀系
日期:
2012-07
上傳時間:
2018-05-22 09:46:25 (UTC+8)
摘要:
The Hi‐Tech industrial plant that houses manufacturing processes of high precision requires much more vibration‐proof and earthquake‐proof structures than conventional plants. Taiwan is densely populated in limited space so that the Hi‐Tech industry does not have too much leeway for locating the manufacturing plant at locations that are away from sources of vibration. Hence, strengthening the capacity of Hi‐Tech plant structures to resist vibration is of primary importance to Hi‐Tech industries. In this research, the TFT‐LCD plant structure is selected for improving its shock absorption capability by replacing the braces at soft floor of the structure with Viscous Damper (VD) and Velocity and Displacement Hydraulic Damper (VDHD). The reinforced structure is then subject to vibrations of various accelerations for analysing the dynamics and efficiency of vibration reduction. The results show that: (1) When subject to micro vibration, VD and VDHD that have similar capabilities in controlling displacement and responding to acceleration are more effective than Buckling Resistant Bracing, BRB; (2) When subject to medium vibration, VD, BRB and VDHD show tremendous improvements in controlling the momentum of story drift or slab acceleration. However, BRB shows buckling that may lead to permanent structural deformation whereas the overflow occurs in the Relief valve of VDHD causing the energy‐dissipating viscosity of VDHD from a VD‐like to BRB‐like behavior; (3) Under strong vibration, when the maximum force of a VD exceeds its design value, the VD has inferior capacity than BRB and VDHD in reducing acceleration. The VDHD always has smaller acceleration response than BRB because the former has damping effect under strong vibration. The results obtained in this research will obtain the suitability of VDHD in reducing vibration and confirm its superior vibration reduction capability. Copyright © 2010 John Wiley & Sons, Ltd.
關聯:
The Structural Design of Tall and Special Buildings
顯示於類別:
[景觀系(所)] 【景觀系】期刊論文
文件中的檔案:
沒有與此文件相關的檔案.
檢視Licence
在NCUTIR中所有的資料項目都受到原著作權保護.
DSpace Software
Copyright © 2002-2004
MIT
&
Hewlett-Packard
/
Enhanced by
NTU Library IR team
Copyright ©
-
回饋