• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2000년도 추계학술대회논문집
• /
• pp.276-281
• /
• 2000

As the construction of the high-rise building increases worldwide, the effort has been exerted to improve the safety and serviceability if the structure against various types of external dynamic loads such as wind load, seismic load, etc. The mass damper, defined as dynamic absorber in mechanical engineering is known one of the effective methods to control the vibration of flexible large structures. The hybrid mass damper, HMD is known as the most appropriate type of the mass dampers. In this paper, the control force was designed for HMD by numerical simulations and the performance of HMD to control the flexible vibration of the steel tower induced by sinusoidal force excitation was evaluated, also TMD was designed for a 1-DOF lumped mass model.

• 한국구조물진단유지관리공학회 논문집
• /
• 제26권6호
• /
• pp.54-63
• /
• 2022

이 연구는 구조물 내진보강 장치의 하나인 마찰댐퍼에 관한 것으로, 내부 마찰재를 복합재료의 일종인 초고분자량 폴리에틸렌으로 대체하여 댐퍼를 개발하였다. 또한 마찰력이 발생하는 내부 구조를 여러 층으로 적층하는 다중 마찰방식을 적용하였다. 개발된 다중 마찰댐퍼의 성능 검증을 위해서 재료에 대한 기초 물성과 마모 특성, 디스크 스프링에 대한 특성 분석 시험을 수행하였다. 마모시험 시험결과, UHMWPE의 질량 감소율은 0.003%로 복합재료 기반의 마찰재 중에서 가장 우수한 성능을 보였다. 디스크 스프링은 유한요소해석과 시험결과로부터 설계기초자료를 확보하였다. 또한 개발된 다중 마찰댐퍼의 품질 안정성을 확인하기 위해 토크값에 따른 마찰력 변화와 감쇠장치에 대한 지진하중 시험을 수행하였다. 품질성능 시험결과, 토크 값 조절에 따라 선형적인 마찰력 변화를 보였으며, 지진하중 시험 결과, 마찰댐퍼의 허용오차는 설계기준에서 요구하는 15% 미만으로 나타나 내진보강 장치로서의 요구조건을 만족하는 것으로 나타났다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2000년도 춘계학술대회논문집
• /
• pp.280-285
• /
• 2000

With recent development of technology of high stiffness material and the structural design, the construction of high rise structures such as tall building, tower has increased. The more flexible and slender structure is vulnerable to the internal and external dynamic loads induced by earthquake, wind and traffic load. There have been great effort and many researches to minimize the influence of dynamic loads on the structure. The traditional and stable method, the application of the passive damper, is not able to comply with various dynamic loads, while the mass damper which active control technology is integrated can effectively comply with load types. Therefore, the application of active control of huge structures with AMD(Active mass damper) or HMD(Hybrid Mass damper) is increasing. Up to now, most of actuators are servomotor and hydraulic actuator. But it is known that the electromagnetic actuator applies non contacting control force, which makes the control system easier with no characteristic change depending on time. In this paper, Hybrid mass damper with electromagnetic actuator was designed and applied to building scaled structure. The performance of designed HMD tested by shake table test is included.

• 항공우주시스템공학회지
• /
• 제12권1호
• /
• pp.1-9
• /
• 2018

본 연구에서는 기존의 하중제어기법을 보완한 하이브리드 제어기법을 제안하였다. 제안된 하이브리드 제어기법은 기존 하중제어기법에서 발생하는 채터링 현상을 제거하고, 높은 충격흡수효율을 얻을 수 있는 제어기법이다. 제어기 설계를 위해 MR댐퍼가 적용된 착륙장치를 구성하고, 착륙장치의 운동방정식을 유도하였다. 다물체 동역학 해석 소프트웨어인 RecurDyn을 이용하여 시뮬레이션 모델을 구성한 후 하이브리드 제어기를 설계하였다. 본 연구의 하이브리드 제어기는 스카이 훅 제어기를 기반으로 최대 스트럿 하중과 변위를 줄일 수 있으며, 부가되는 하중제어 기법을 통해 고효율의 제어기법을 구현할 수 있다. 채터링 방지를 위해 효율적인 제어기법 스위칭과 입력설계(Input Shaping) 기법을 적용하여 낙하 시뮬레이션을 수행하였고, 각각의 결과를 비교하여 착륙 특성에 대해 성능평가를 수행하였다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.75-80
• /
• 2011

In the area of wheel on rail vehicle, hunting stability which is generated by lateral motion is one of important characteristics for running safety. It might cause not only oscillation of vehicle but also derailment in an unstable area of the high speed. A Maglev vehicle is usually controlled the voltage to maintain the air gap between electromagnet and track. However, in Maglev system, an occurrence possibility of hunting motion could be high, because Maglev vehicle is not controlled directly lateral force between electromagnet and track in the curved guideway. In this paper, running safety is evaluated when Maglev vehicle run on guideway at high speed according to installment of damper between maglev vehicles and bogies, and to analyze the effect of it. Also, the parametric study is carried out for selecting effective lateral damper properties through the simulation. To accurately predict the running safety, 3d multibody dynamics models which are included air spring, guideway conditions and irregularities profile are used. With the results acquired, suggestions were made whether to adopt the damper and how to optimize the damping characteristics.

• Structural Monitoring and Maintenance
• /
• 제3권2호
• /
• pp.157-174
• /
• 2016

Based on classical viscoelastic damper, a brand-new damper is designed by the change of simple construction to implement vibration control for both translational vibration and rotational vibration simultaneously. Theoretic analysis has been carried out on the restoring force model and the control parameters. Two improved models are presented to obtain high simulation precision. The influence of the size, shape of the viscoelastic material, the ambient temperature and the response frequency on the vibration control effect is analyzed. The numerical results show that the new type viscoelastic damper is capable of mitigating the multi-dimensional seismic response of offshore platform and the response control effect has complicated relations with aforementioned related factors.

• 한국공간구조학회논문집
• /
• 제12권4호
• /
• pp.99-108
• /
• 2012

In recently, sky-bridge are often applied to high-rised adjacent buildings for pedestrian bridge. the seisnic response control of adjacent buildings have been studied and magneto-rheological(MR) fluid dampers have been applied to seismic response control. In this study, vibration control effect of the MR damper connected adjacent buildings has been investigated. Adjacent building structures with different natural frequencies were used as example structures. Two typed of control methods, displacement based or velocity based, are applied to determinate control force of MR damper. In this numerical analysis, it has been shown that displacement-based control algorithm is more effective than velocity-based control algorithm for seismic response control of adjacent buildings. And, when displacement-based control method is applied to control of adjacent buildings, the control of building occurred large displacement is more efficient in reducing the seismic response.

• 한국안전학회지
• /
• 제19권1호
• /
• pp.131-136
• /
• 2004

탄성회전축을 위한 실제적이고 효과적인 댐퍼를 개발하기 위하여 4개의 새로운 스퀴즈 필름 댐퍼들이 실험적으로 연구되었다. 이들 중에서 원통형 부쉬 댐퍼가 가장 효과적인 것으로 선택되었고 볼베어링으로 지지된 실험 회전축에 적용되었다. 이러한 회전축은 위험속도를 지나서 안정된 운전이 관찰되었다.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2013년도 춘계학술대회 논문집
• /
• pp.1351-1352
• /
• 2013

• Smart Structures and Systems
• /
• 제31권5호
• /
• pp.455-467
• /
• 2023

Impact damper is a passive damping system that controls undesirable vibration with mass block impacting with stops fixed to the excited structure, introducing momentum exchange and energy dissipation. However, harmful momentum exchange may occur in the random excitation increasing structural response. Based on the mechanism of impact damping system, a semi-active impact damper (SAID) with controllable impact timing as well as a semi-active control strategy is proposed to enhance the seismic performance of engineering structures in this paper. Comparative experimental studies were conducted to investigate the damping performances of the passive impact damper and SAID. The extreme working conditions for SAID were also discussed and approaches to enhance the damping effect under high-intensity excitations were proposed. A numerical simulation model of SAID attached to a frame structure was established to further explore the damping mechanism. The experimental and numerical results show that the SAID has better control effect than the traditional passive impact damper and can effectively broaden the damping frequency band. The parametric studies illustrate the mass ratio and impact damping ratio of SAID can significantly influence the vibration control effect by affecting the impact force.