博碩士論文 92322010 詳細資訊




以作者查詢圖書館館藏 以作者查詢臺灣博碩士 以作者查詢全國書目 勘誤回報 、線上人數:23 、訪客IP:3.144.250.169
姓名 郭浩銘(Hau-Ming Kuo)  查詢紙本館藏   畢業系所 土木工程學系
論文名稱 樓房系統識別公式研究
相關論文
★ 各種載重作用下neo-Hookean材料微孔動態分析★ 劉氏保群算法於高雷諾數Burgers方程之應用及探討
★ 彈性材料圓孔非對稱變形近似解研究★ HAF描述含圓孔橡膠材料三軸壓縮變形的誤差分析
★ 國立中央大學-HAF描述圓形微孔非對稱變形的誤差計算★ 多微孔橡膠材料受拉變形平面應力分析
★ 非線性彈性固體微孔變形特性★ 鋼絲網加勁高韌性纖維混凝土於RC梁構件剪力補強研究
★ 高韌性纖維混凝土(ECC)之材料配比及添加物對收縮及力學性質影響★ 材料組成比例對超高性能纖維混凝土之工作性與力學性質之影響
★ 搜尋週期為四年時使用SDICAE作強震預測的最佳精度設定★ 牛頓型疊代法二次項效應
★ GEH理論壓密量速算式★ 擴散管流量解析解
★ 宏觀收斂迭代法速度比較★ 二次項效應混合型牛頓疊代法之研究
檔案 [Endnote RIS 格式]    [Bibtex 格式]    [相關文章]   [文章引用]   [完整記錄]   [館藏目錄]   [檢視]  [下載]
  1. 本電子論文使用權限為同意立即開放。
  2. 已達開放權限電子全文僅授權使用者為學術研究之目的,進行個人非營利性質之檢索、閱讀、列印。
  3. 請遵守中華民國著作權法之相關規定,切勿任意重製、散佈、改作、轉貼、播送,以免觸法。

摘要(中) 台灣地區處於環太平洋地震帶上,地狹人稠,大小地震發生頻
傳,因此近幾年來系統識別越來越受到重視,為了解結構物的動力特
性,有許多專家學者提出各種不同的識別方法,本研究即是以
F.E.Udwadia 於1978 年所提出的識別公式加以做更深入的研究,其
中探討拉普拉斯轉換在解析解與數值解之間的誤差,並導入傅利葉正
弦級數來解決拉普拉斯轉換在參數s 趨近於無窮大時在數值計算上
因電腦有效位數不足所產生的問題,進而提出ㄧ個新的識別公式以利識別。
摘要(英) Taiwan is located at the Circum- Pacific seismic zone. The density of
population in this small island is high. Various scales of earthquake occur
here frequently. Therefore, system identification has got more and more
attention during recent years. In order to find out the dynamic property of
structure, there are many professionals and scholars have brought up
varied methodology to identify.
This research based on the identified equation address by
F.E.Udwadia in 1978 and made more deep research. In this research, we
discuss the error of Laplace transform between exact solution and
numerical solution, and induct Fourier sine series to resolve the
arithmetic problem, which due to the defect of effective digit in computer,
in the case of parameter ‘s’of Laplace transform approaches to infinity.
Further, we derived a new identified equation to identify the dynamic property of structure.
關鍵字(中) ★ 拉普拉斯轉換
★ 傅利業正弦級數
★ 系統識別
關鍵字(英) ★ System identification
★ Laplace transform
★ Fourier Sine series
論文目次 摘要......................................................... Ⅰ
英文摘要..................................................... Ⅱ
致謝......................................................... Ⅲ
目錄......................................................... Ⅳ
表目錄....................................................... Ⅴ
圖目錄....................................................... Ⅵ
第一章概論................................................... 1
1-1 研究動機與目的........................................... 1
1-2 文獻回顧................................................. 2
1-3 本文內容................................................. 5
第二章拉普拉斯轉換之探討..................................... 6
2-1 簡述拉普拉斯轉換......................................... 6
2-2 探討拉普拉斯轉換於數值計算上之誤差....................... 7
第三章傅立葉SINE 級數之探討..................................20
3-1 介紹傅立葉SINE 級數......................................20
3-2 將傅立葉SINE 級數導入拉普拉斯轉換之方法介紹..............20
第四章F.E.Udwadia 系統識別式之介紹.......................... 22
4-1 系統模型介紹............................................ 22
4-2 識別方法................................................ 23
第五章修正方法之推導........................................ 26
5-1 c3、k3 之推導............................................26
5-2 c1、c2之推導.............................................27
第六章數值驗證.............................................. 30
6-1 識別阻尼所使用之地震資料與樓房參數...................... 30
6-2 以修正方法進行阻尼識別.................................. 33
第七章識別結果探討與結論.................................... 58
參考文獻.................................................... 62
附錄........................................................ 64
參考文獻 1. Udwadia FE, Sharma DK, Shah PC. Uniqueness of damping and stiffness
distributions in the identification of soil and structural systems. Journal of
Applied Mechanics, ASME 1978; 45: 181-187.
2. SZAM J.Appl.Math.,34(1978)104-118;J.Appl.Mech.,45(1978)181-187;SZA
M J.Appl.Math.,45(1985)674-685
3. Earthquake Engineering Structural Dynamics,29(2000)1219-1238
4.李育政,「一個非對稱結構模型的系統識別」,國立中央大學土木工程學
研究所碩士論文,民國九十二年,2003。
5.詹坤玉,「具扭轉運動之多層高樓結構的系統識別理論」,國立中央大學
土木工程學研究所碩士論文,民國九十三年,2004。
6.莊祿偉,「Izuru Takewaki 之系統識別公式探討」,國立中央大學土木工
程學研究所碩士論文,民國九十三年,2004。
7.陳晏閣,「F.E.Udwadia 系統識別公式之探討」,國立中央大學土木工程
學研究所碩士論文,民國九十三年,2004。
8. Agbabian MS. Masri SF, Miller RK, Caughey TK. System identification
approach to detection of structural changes. Journal of Engineering
Mechanics ASCE 1991; 117(2): 370-390.
9. Masri SF, Nakamura M, Chassiakos AG, Caughey TK. A neural network
approach to the detection of changes in structural parameters. Journal of
Engineering Mechanics ASCE 1996; 122(4): 350-360.
10.Beck JL, Jennings PC. Structural identification using linear models and
earthquake records. Earthquake Engineering and Structural Dynamics 1980;
11.Hart GC, Yao JTP. System identification in structural dynamics. Journal of
Engineering Mechanics Division ASCE1977; 103(EM6): 1089-1104.
12.Hoshiya M, Saito E. Structural identification by extended Kalman filter.
Journal of Engineering Mechanics ASCE
13.Hjelmstad KD, Banan MoR, Banan MaR. On building finite element models
of structures from modal response. Earthquake Engineering and
StructuralDynamics 1995; 24:53-67.
14.Koh CG, See LM, Balendra T. Estimation of structural parameters in time
domain: a substructure approach. Earthquake Engineering and Structural
15.Hjelmstad KO. On the uniqueness of modal parameter estimation. Journal
of Sound and Vibration 1996; 192(2):581-598.
16.Clough,RayW.,(date) Dynamics of structures / RayW.Clough,Joseph
Penzien.
17.Shinozuka M, Ghanern R. Structural-system identification II: experimental
verification. Journal of Engineering Mechanics ASCE 1995; 121(2):
265-273.
18.Kitada Y. Identification of nonlinear structural dynamic systems using
wavelets. Journal of Engineering Mechanics ASCE 1998; 124(10):
1059-1066.
19.Doebling SW, Farrar CR, Prime MB, Shevitz DW. Damage identification
and health monitoring of structural and mechanical
systems from changes in their vibration characteristics: a literature
review.ReportLA-13070-MS,Los Alamos National Laboratory,1996.
20.Housner G et al. Special issue. Structural control: past, present, and future.
Journal of Engineering Mechanics ASCE
1997; 123(9): 897-971.
21.Takewaki, 1., and Nakamura, M., "Stiffliess-damping simultaneous
identification using limited earthquake records", Earthqu. Eng. Struct. Dyn.,
29,2000, pp.l219-1238.
22.Safak, E., "Analysis of earthquake records from structures: an overview",
Strong motion Instrumentation for Civil Engineering Structures, M. Erdik
et aL, eds., Kiuwer Academic Publishers, The Netherlands, 2001, pp.
91-107.
23.Yao JTP, Natke HG. Damage detection and reliability evaluation of existing
structures. Structural Safety 1994; 15:3-16.
24.Chopra, A. K., "Dynamics of Structures: Theory and Applications to
Earthquake Engineering (2~u~ edn)", Prentice-Hall, Inc., Upper Sadd
River,NJ, 2001.
25.Research notes written by Hin-Chi Lei, 2004. (to be publish)
26.Mahendra P. Singh , Luis E . Suarez and Rildova ,"Seismic response of
rail-counterweight system in elevators", Earthqu. Eng. Struct. Dyn.,
33,2002,pp.281-303.
27.Ghanern R, Shinozuka M. Structural-system identification 1: theory.
Journal of Engineering Mechanics ASCE 1995;121(2): 255-264.
指導教授 李顯智(Hin-Chi Lei) 審核日期 2005-6-20
推文 facebook   plurk   twitter   funp   google   live   udn   HD   myshare   reddit   netvibes   friend   youpush   delicious   baidu   
網路書籤 Google bookmarks   del.icio.us   hemidemi   myshare   

若有論文相關問題,請聯絡國立中央大學圖書館推廣服務組 TEL:(03)422-7151轉57407,或E-mail聯絡  - 隱私權政策聲明