| Summary: | 碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === In this study, simulation of full scale beams were nivestig
-ated fist. Then earthquake simulation tests of 0.3 scale 3
story R.C.frame were carried out to study the dynamic chara
-cteristics and earthquake resistance of (Special Moment R-
esisting Frame)system. Six small scale beams were loaded to
failure,and the r- esults were compared to full scale beams
test results.It w- as found that the behavior of small scale
beams and full s- csle beams were similar,but the flexure
ductility of small scale beams was better than that of full
scale beams. Results form earthquake simulation tests showed
that S- MRF system is good in resisting earthquake,but the
stiffnes -s of the frame changed dramatically after earthquakes
test.
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