Earthquake Simulation Tests of Seismically Isolated Bridge With High Damping Rubber Bearings
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 84 === The report encompasses the experimental results and their asso- ciated sutdies of a seismically isolated bridge deck subjected to a series of earthquake ground motions. The significant contribu- tions of the study a...
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
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| Online Access: | http://ndltd.ncl.edu.tw/handle/69528451161120469412 |
| Summary: | 碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 84 === The report encompasses the experimental results and their asso-
ciated sutdies of a seismically isolated bridge deck subjected
to a series of earthquake ground motions. The significant
contribu- tions of the study are : (1)the identification of the
dynamic mechanical characteristics of high damping rubber
bearings; investigation of energy dissipation stability of high
damping bearings; (3)the evaluation of the appropriateness of
equivalent linear models specified by the American Association
of State and Transportation Officials (AASHTO) and Japanese
Public Works Research Institute (PWRI) in predicting the
seismic responses of high damping rubber bearings; and (4)the
establishment of two lysis models using a system identification
method and the Kelvin model,respectively.
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