SHAKING TABLE TESTING OF A 0.3 SCALE R.C. SMRF

• Main Authors: Ke-Yao Hwang, 黃克耀
• Other Authors: Cheng-chen Chen Shi-Tien Chen
• Format: Others
• Language: zh-TW
• Published: 1995
• Online Access: http://ndltd.ncl.edu.tw/handle/90192238974343296036

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.