| DC 欄位 |
值 |
語言 |
| DC.contributor | 土木工程學系 | zh_TW |
| DC.creator | 柯忠良 | zh_TW |
| DC.creator | Chong-Lian Ke | en_US |
| dc.date.accessioned | 2000-6-20T07:39:07Z | |
| dc.date.available | 2000-6-20T07:39:07Z | |
| dc.date.issued | 2000 | |
| dc.identifier.uri | http://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=87322003 | |
| dc.contributor.department | 土木工程學系 | zh_TW |
| DC.description | 國立中央大學 | zh_TW |
| DC.description | National Central University | en_US |
| dc.description.abstract | 成為高阻尼比結構系統，進而大量提昇其與耐震能力之可行性，經由
理論分析與數值計算，暸解各相關因素之影響。期發展出適合在樓房
研究內容包括（一）高阻尼比結構系統應用於樓房耐震設計與補
強之可行性及有效性。（二）應用模態分析方法進行高阻尼比結構耐
震分析之準確性及其限制條件，與（三）基礎勁度對高阻尼比樓房耐研究結果顯示(一)安裝增效式阻尼裝置可大量提昇樓房結構之阻
尼比，（二）高阻尼比樓房有甚佳之耐震能力。（三）應用本文所提方
法調整各樓層阻尼係數後，可使用反應譜分析法分析安裝增效式阻尼
裝置之樓房結構系統之地震反應，獲得保守的結果，供工程設計或補強之應用。 | zh_TW |
| dc.description.abstract | The objective of the present study is to investigate the possibility
of the application of high damping ratio structure ,by using linear fluid
dampers ,on the aseismic design and retrofitting of buildings .Factors
related to the results of the applications will be studied numerically.
Topics of study are (a) the feasibility and effectiveness of high
damping ratio structural system used in the aseismic design and
retrofitting of buildings (b) the accuracy of results by using method of
model analysis to analyze the high damping ratio buildings structure to
strong ground motions ,and (c) the influence of the stiffness of the
foundation on dynamic responses of the heavily damped building .
It is found that (a) the damping ratio of a building structure can be
largely increased by using the efficiency –enhanced damping device
systems,(b) the heavily damped building possesses high capability of
seismic resistance ,and(c) the dynamic responses of a building with
efficiency-enhanced damping device systems can be analyzed by using
the response spectrum method to obtain the conservative results for
design and retrofit of buildings if the damping coefficient of the device
systems have been adjusted following the rule proposed in the present study. | en_US |
| DC.title | 高阻尼樓房結構耐震研究 | zh_TW |
| dc.language.iso | zh-TW | zh-TW |
| DC.type | 博碩士論文 | zh_TW |
| DC.type | thesis | en_US |
| DC.publisher | National Central University | en_US |