| 研究生: |
陳晏閣 Yen-Ko Chen |
|---|---|
| 論文名稱: |
F.E.Udwadia系統識別公式之探討 Investigate the identification formulae which are proposed by F.E.Udwadia. |
| 指導教授: |
李顯智
Hin-Chi Lei |
| 口試委員: | |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 畢業學年度: | 92 |
| 語文別: | 中文 |
| 論文頁數: | 118 |
| 中文關鍵詞: | 傅立葉SINE級數 、拉普拉斯轉換 、系統識別 |
| 外文關鍵詞: | system identification, Laplace transformation, Fourier sine series |
| 相關次數: | 點閱:9 下載:0 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
系統識別在近年來愈來愈受到重視,有許多的專家學者提出各種不同的識別公式,本文即是針對F.E.Udwadia於1978年提出的識別公式加以探討。在本文中有探討拉普拉斯轉換在數值計算上解析解與數值解之間的誤差,並運用傅立葉SINE級數解決拉普拉斯轉換在参數趨近無窮大的數值計算問題,最後在本文中提出了一個新的識別公式。
In recent years, system identification has been attracted more and more attention. Scholars proposed many kinds of identification formulae. The goal of this study is to investigate the formulae which are proposed by F.E.Udwadia in 1978. In this study confer the errors between exact solution and numerical solution in numerical computation of Laplace transformation and by use of Fourier sine series to solve the numerical problems while parameter of Laplace transformation approach infinity. Finally, in this paper, it is proposed a new identification formula.
參考文獻
1.Yao JTP, Natke HG. Damage detection and reliability evaluation of existing
structures. Structural Safety 1994; 15:3-16.
2.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.
3.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.
4.Hart GC, Yao JTP. System identification in structural dynamics. Journal of
Engineering Mechanics Division ASCE1977; 103(EM6): 1089-1104.
5.Beck JL, Jennings PC. Structural identification using linear models and
earthquake records. Earthquake Engineering and Structural Dynamics 1980; 8:
145-160.
6.Hoshiya M, Saito E. Structural identification by extended Kalman filter.
Journal of Engineering Mechanics ASCE 1984; 110(12): 1757-1770.
7.Koh CG, See LM, Balendra T. Estimation of structural parameters in time
domain: a substructure approach. Earthquake Engineering and Structural
Dynamics 1991; 20: 787-801.
8.Hjelmstad KD, Banan MoR, Banan MaR. On building finite element models of
structures from modal response. Earthquake Engineering and Structural
Dynamics 1995; 24: 53-67.
9.Hjelmstad KO. On the uniqueness of modal parameter estimation. Journal of
Sound and Vibration 1996; 192(2):581-598.
10.Ghanem R, Shinozuka M. Structural-system identification 1: theory.
Journal of Engineering Mechanics ASCE 1995;121(2): 255-264.
11.Shinozuka M, Ghanem R. Structural-system identification II: experimental
verification. Journal of Engineering Mechanics ASCE 1995; 121(2): 265-273.
12.Kitada Y. Identification of nonlinear structural dynamic systems using
wavelets. Journal of Engineering Mechanics ASCE 1998; 124(10): 1059-1066.
13.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.
14.Housner G et al. Special issue, Structural control: past, present, and
future. Journal of Engineering Mechanics ASCE 1997; 123(9): 897-971.
15.Takewaki, 1., and Nakamura, M., “Stiffliess-damping simultaneous
identification using limited earthquake records”, Earthqu. Eng. Struct.
Dyn., 29, 2000, pp.1219-1238.
16.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.
17.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.
18.Chopra, A. K., “Dynamics of Structures: Theory and Applications to
Earthquake Engineering (2~u~ edn)”, Prentice-Hall, Inc., Upper Sadd River,
NJ, 2001.
19.Research notes written by Hin-Chi Lei, 2004. (to be publish)
20.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.