Title page for 87322003


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Student Number 87322003
Author Chong-Lian Ke(柯忠良)
Author's Email Address No Public.
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Department Civil Engineering
Year 1999
Semester 2
Degree Master
Type of Document Master's Thesis
Language zh-TW.Big5 Chinese
Title 高阻尼樓房結構耐震研究
Date of Defense 2000-06-20
Page Count 31
Keyword
  • none
  • 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.
    Table of Content none
    Reference 1. Yang , J. N. (1996) “Overview of Protective System”,Workshop
    on Application of Various Protective Systems to Bridge and
    Structure,Taipei ,Taiwan pp.1-86.
    2.張荻薇,“隔震技術在橋梁工程之應用“,結構工程第四卷,
    第四期,pp.69-80。
    3.Liang , Z ,Lee , G.C. and Tong , M, “On a theory of complex
    damping “ , Proceedings of damping 91 , San Diego , Ca,
    USA ,pp.JCA-1-JCA-19(1995)。
    4.M. C. Constantinou and M. D. Symans,(1993)“Experimental
    Study Of Seismic Response Of Buildings With Supplemental Fluid
    Dampers”,The Structural Design Of Tall Buildings ,Vol.2,pp.93-132。
    5.徐德修,李永峰,“結構液體阻尼器之設計及應用“,結構工
    程,Vol.13,No.2,pp.31-42。
    6. Makris,N.(1996),“Lecture Note on Liquid Dampers for Seismic
    Protection Application “,Workshop on Application of Various Protective
    System, to Brige Structure,Taipei,Taiwan,ROC,pp.143。
    7.李維森(1997),“線性液體阻尼器於橋梁耐震工程上之應用
    研究“,國立中央大學土木工程學系博士論文。
    8. Tang , J. P. ,Lee ,J. S. , and Li ,W. S. ,(1996) “Study on a New
    Energy – dissipation device system for bridges” , Proceedings , National
    Science Council ROC(A), Vol.20 ,No 5 pp573-585.
    9.唐治平,李建生(1997),“橋梁用增效式阻尼裝置研究“,
    中國土木水利工程學刊,第九卷,第四期,pp593-603.
    10.Clough R. W. and Penzien J.“Dynamic of Structures”
    McGraw-Hill , N.Y., pp.121 。
    11.黃文騫,陳清源,(1986)“SIMQKE 程式之簡介及應用“,結
    構工程,第一卷,第一期,pp.53-57。
    Advisor
  • Jhy-Pyng Tang(唐治平)
  • Files
  • 87322003.pdf
  • approve immediately
    Date of Submission 2000-06-20

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