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샌드위치형 점탄성 감쇠장치의 철골조 바닥구조 현장 적용 효과

원문정보

Vibration Reduction Effect of Constrained Viscoelastic Layer Dampers in Floor System of Steel Buildings

이성수, 전호민, 김시준

피인용수 : 0(자료제공 : 네이버학술정보)

초록

영어

Steel structure with long span and lightweight materials may have low structural stiffness, so floor vibration response of the structure may increase by such as walking or impact load. The floor vibration response should be reduced by taking effective method, rather than increasing stiffness that causes enlarging the size of structural members. Increasing stiffness is easy way to engineers, but it cause section enlarging and heavy weight of floor system. Therefore, to increase the damping may be beneficial. In this study, after installing constrained viscoelastic layer damper in the steel structure, the vibration experiments were conducted using various loads; heel drop, jumping, walking. It was verified experimentally that the constrained layer damper was effective method for vibration response reduction to any dynamic load in floor system of steel buildings.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
  1.2 연구동향
 2. 철골보 바닥진동 저감 방법
  2.1 점탄성 감쇠장치
  2.2 부분구간 합성보 감쇠시스템
  2.3 부분구간 합성보 제작 순서
 3. 철골보 바닥구조 감쇠시스템 현장적용 효과 실험
  3.1 실험 개요
  3.2 실험 조건
  3.3 실험 방법 및 결과
 4. 결론
 참고문헌

저자정보

  • 이성수 Seongsoo Lee. 군산대학교 건축공학과 교수, 공학박사
  • 전호민 Homin Chun. 초당대학교 건축학과 교수, 공학박사
  • 김시준 Sijun Kim. 경기대학교 플랜트·건축공학과 연구교수, 공학박사

참고문헌

자료제공 : 네이버학술정보

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