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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2016.12
- 수록면
- 503 - 508 (6page)
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In this study, effectiveness of seismic retrofitting methods using passive damping devices was investigated through numerical analyses of short-period structures under earthquakes which have short-duration and high-frequency impulse characteristics similar to Geyongju earthquakes. Displacement spectra of elastic systems and ductility demand of inelastic systems were evaluated by increasing viscous or friction damping. The damping devices could reduce responses of the structures with shorter structural period than 0.2s. The earthquakes similar to impulse load did not induce the responses of the structures with longer period than 0.4s, and the effects of the damping devices which generates damping forces proportional to structural responses became insignificant.
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참고문헌 (15)
참고문헌 신청
Rho JE / 2016 / Ductility demand for short-period structures excited by ground accelerations similar to Gyeong-ju earthquakes / EESK J. Earthquake Eng
Wu Z / 1996 / Design spectra for actively controlled structures based on convex models / Engineering Structures 18(5):341~350
Ben-Haim Y / 1996 / Maximum structural response using convex models / Journal of Engineering Mechanics 122(4):325~333
Shinozuka M / 1970 / Maximum structural response to seismic excitations / Journal of Engineering Mechanics 96:729~738
Crandall SH / 1966 / Some first-passage problems in random vibration / Journal of Applied Mechanics 33:532~538
Wu Z / 1996 / Design spectra for actively controlled structures based on convex models / Engineering Structures 18(5):341~350
Ben-Haim Y / 1996 / Maximum structural response using convex models / Journal of Engineering Mechanics 122(4):325~333
Shinozuka M / 1970 / Maximum structural response to seismic excitations / Journal of Engineering Mechanics 96:729~738
Crandall SH / 1966 / Some first-passage problems in random vibration / Journal of Applied Mechanics 33:532~538
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