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지반조건에 따른 동조질량감쇠기의 최적설계지수

Optimal-design-parameter of Tuned Mass Damper on Local Site Condition

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리모델링 연구소 (A Journal of the Seismic Retrofitting & Remodeling Research Center)
단국대학교 리모델링연구소 (Seismic Retrofitting & Remodeling Research Center)
초록

In this study, numerical analysis of TMD to estimate optimal-design-parameter is investigated using actual excitation, and evaluated by comparing results of numerical analysis and optimal-design-parameter was devised by Soong. It assumed between 1~2 seconds the 1st mode natural period of an aged apartment which has 10~15 stories and then investigated optimal-design-parameter of actual excitation for evaluate optimal frequency ratio and damping ratio according to local site condition. At this time mass ratio was 1% and range of tuned frequency ratio was 0.8Hz to 1.2Hz at intervals of 0.01Hz, and optimal damping ratio was 1% to 14% at intervals of 0.002%. It estimated Optimal-design-parameter was evaluated by numerical analysis according to peak and RMS displacement, acceleration respectively local site. And the result of evaluated respond performance parameter respectively a period was shown low numerical-value than optimal-design-parameter was devised by Soong what is more peak acceleration indicated performance difference of 20% over

저자
  • 이정우(단국대학교 대학원 건축공학과 석사과정) | Lee, Joung-Woo
  • 우성식(단국대학교 대학원 건축공학과 박사과정) | Woo, Seong-Sik Corresponding author
  • 이상현(단국대학교 건축공학과 전임강사,공학박사) | Lee, Sang-Hyun
  • 정란(단국대학교 건축대학 건축공학과 교수,공학박사) | Chung, Lan