@ ŒfฺŽGŽi˜ajF “y–ุŠw‰๏ŠึผŽx•””NŽŸŠwpu‰‰‰๏u‰‰ŠT—vW@u‰‰ŠT—v VolF -Šช ”NF 1987”N •ลF I-65-1-I-65-2•ล ’˜Žาi˜ajF ŽR“c@‘Pˆ๊C‰ฦ‘บ@_˜aCDaniel Quin ƒ^ƒCƒgƒ‹i˜ajF - ด˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfฺŽGŽi‰pjF - ’˜Žาi‰pjF YAMADA Yoshikazu,@IEMURA Hirokazu, QUIUN, Daniel ƒ^ƒCƒgƒ‹i‰pjF Tuned Mass Damper for Local Site Dependent Earthquake Ground Motions ด˜^i‰pjF
This paper deals with application of a tuned mass damper (TMD) for earthquake response reduction of multistory structures. Highly resonant response due to the strong ground motion record of the 1985 Mexico earthquake is reduced significantly when a TMD is included into the structure. The relative displacement of TMD can be kept within reasonable amplitudes by using an appropriate size of TMD. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹ๆ•ชF - ‹ๆ•ช @@@Žx•”˜_•ถW