• 제목/요약/키워드: Dynamic Dissipation

검색결과 345건 처리시간 0.019초

좌굴방지 가새가 설치된 건물의 지진응답 (Seismic Response of Structures with Buckling-Restrained Braces)

  • 김진구;최현훈
    • 한국전산구조공학회논문집
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    • 제15권2호
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    • pp.197-207
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    • 2002
  • 본 연구에서는 죄굴이 방지된 비부착 가새가 설치된 철골조 건물의 에너지 소산능력과 지진응답에 대하여 연구하였다. 먼저 조화하중을 받는 단자유도계 구조물을 대상으로 변수분석을 수행하고 가새의 최적항복강도를 구하였다. 다자 유도계 골조구조물의 비선형 시간이력 해석을 통하여 다양한 크기와 강도를 가진 가새가 설치된 구조물의 지진응답을 분석하고, 가새의 적당한 층별 분배방법을 찾기 위하여 여러 가지 분배방법을 적용하였다. 해석결과에 따르면 일반적으로 가새의 강성이 증가함에 따라 구조물의 최대변위는 감소하였다. 그러나 구조물의 고유주기 및 하중에 따라 가새의 강성이 커짐에 따라 구조물의 최대 변위와 누적된 손상이 증가하는 것으로 나타났다.

소프트웨어 라디오 시스템을 위한 전력 관리 기법 (Power Management for Software Radio Systems)

  • 구본철;박학봉;허준영;전광일;조유근
    • 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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    • 제16권11호
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    • pp.1051-1055
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    • 2010
  • 소프트웨어 라디오는 기존에 특화된 하드웨어 칩으로 구현되던 무선 통신 프로토콜을 소프트웨어로 구현하여 실행하는 기술이다. 새로운 프로토콜의 적용과 기존 프로토콜의 수정이 동적인 프로그래밍만으로 가능해지기 때문에 무선 통신 기술의 새로운 패러다임의 변화를 가져왔다. 하지만, 소프트웨어 라디오 시스템은 범용 프로세서와 통신 하드웨어를 동시에 장착하고 있기 때문에 그만큼 전력 소모가 크다. 본 논문에서는 이러한 소프트웨어 라디오 시스템을 위한 전력 관리 기법인 복합 변조/전압 스케일링 기법을 제안한다. 그리고 제안된 기법의 전력 절감 효과를 수치적인 결과를 통해 분석한다. 결과적으로 복합 변조/전압 스케일링 기법은 주어진 데이터 전송률을 충족시키면서 무선 통신의 변조 레벨과 프로세서의 전압을 효율적으로 조절하여 전력 소모를 최소화시킨다.

Distribution of Optimum Yield-Strength and Plastic Strain Energy Prediction of Hysteretic Dampers in Coupled Shear Wall Buildings

  • Bagheri, Bahador;Oh, Sang-Hoon;Shin, Seung-Hoon
    • 국제강구조저널
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    • 제18권4호
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    • pp.1107-1124
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    • 2018
  • The structural behavior of reinforced concrete coupled shear wall structures is greatly influenced by the behavior of their coupling beams. This paper presents a process of the seismic analysis of reinforced concrete coupled shear wall-frame system linked by hysteretic dampers at each floor. The hysteretic dampers are located at the middle portion of the linked beams which most of the inelastic damage would be concentrated. This study concerned particularly with wall-frame structures that do not twist. The proposed method, which is based on the energy equilibrium method, offers an important design method by the result of increasing energy dissipation capacity and reducing damage to the wall's base. The optimum distribution of yield shear force coefficients is to evenly distribute the damage at dampers over the structural height based on the cumulative plastic deformation ratio of the dissipation device. Nonlinear dynamic analysis indicates that, with a proper set of damping parameters, the wall's dynamic responses can be well controlled. Finally, based on the total plastic strain energy and its trend through the height of the buildings, a prediction equation is suggested.

선박충돌 시 돌핀 구조물의 거동에 대한 원심모형실험 (Centrifugal Test on Behavior of the Dolphin Structure under Ship Collision)

  • 오승탁;배우석;조성민;허열
    • 한국지반환경공학회 논문집
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    • 제12권1호
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    • pp.61-70
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    • 2011
  • 충돌보호공은 해저지반에 깊게 근입되어 있으며 돌핀을 의미하는 상부는 단단한 콘트리트 뚜껑으로 막혀지고 쇄석으로 채워진 원형의 속채움 시트파일의 배열로 구성된다. 본 연구에서는 돌핀의 거동을 규명하기 위해 총 7회의 준정적실험과 11회의 동적 원심모형실험을 수행하였다. 주요한 실험적 결과는 다음과 같다. 우선, 준정적실험의 실험적인 힘-변위 결과는 채움재 강성과 관련된 채움 밀도의 변화로부터 구조물의 초기 강성에 대한 영향을 보여준다. 그리고 동일한 변위에서의 에너지 소산을 비교해보면 더 조밀한 채움에서 직경 20m 돌핀은 16%, 직경 30m 돌핀은 23% 정도 소산율이 증가하는 것으로 나타났다. 30m 직경의 돌핀이 더 큰 민감도를 갖는 것은 채움재의 변형률이 에너지소산에 대해 보다 크게 기여하기 때문이다. 동 정적 충돌실험결과, 일반적으로 동적 응답이 준정적 응답보다 26~58%까지 크고 더 작은 변위에서 에너지 소산이 발생되고 있음을 알 수 있다. 따라서 돌핀 구조물의 거동예측 시 준정적 응답특성을 사용하는 것이 보수적이라는 것을 알 수 있으며, 하부충돌 시 돌핀 저항력은 상부충돌 시와 동일하거나 더 우세한 것으로 나타났다.

Damping determination of FRP-confined reinforced concrete columns

  • Li, Xiaoran;Wang, Yuanfeng;Su, Li
    • Computers and Concrete
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    • 제14권2호
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    • pp.163-174
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    • 2014
  • Damping as a material property plays an important role in decreasing dynamic response of structures. However, very little is known about the evaluation and application of the actual damping of Fiber Reinforced Polymer Confined Reinforced Concrete (FRP-C RC) material which is widely adopted in civil engineering at present. This paper first proposes a stress-dependent damping model for FRP-C RC material using a validated Finite Element Model (FEM), then based on this damping-stress relation, an iterative scheme is developed for the computations of the non-linear damping and dynamic response of FRP-C RC columns at any given harmonic exciting frequency. Numerical results show that at resonance, a considerable increase of the loss factor of the FRP-C RC columns effectively reduces the dynamic response of the columns, and the columns with lower concrete strength, FRP volume ratio and axial compression ratio or higher longitudinal reinforcement ratio have stronger damping values, and can relatively reduce the resonant response.

Seismic behavior of steel column-base-connection equipped by NiTi shape memory alloy

  • Jamalpour, Reza;Nekooei, Masoud;Moghadam, Abdolreza Sarvghad
    • Structural Engineering and Mechanics
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    • 제64권1호
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    • pp.109-120
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    • 2017
  • The behavior of moment resistant steel structures depends on both the beam-column connections and columns foundations connections. Obviously, if the connections can meet the adequate ductility and resistance against lateral loads, the seismic capacity of these structures will be linked practically to the performance of these connections. The shape memory alloys (SMAs) have been most recently used as a means of energy dissipation in buildings. The main approach adopted by researchers in the use of such alloys is firstly bracing, and secondly connecting the beams to columns. Additionally, the behavior of these alloys is modeled in software applications rarely involving equivalent torsional springs and column-foundation connections. This paper attempts to introduce the shape memory alloys and their applications in steel structural connections, proposing a new steel column-foundation connection, not merely a theoretical model but practically a realistic and applicable model in structures. Moreover, it entails the same functionality as macro modeling software based on real behavior, which can use different materials to establish a connection between the columns and foundations. In this paper, the suggested steel column-foundation connection was introduced. Moreover, exploring the seismic dynamic behavior under cyclic loading protocols and the famous earthquake records with different materials such as steel and interconnection equipment by superelastic shape memory alloys have been investigated. Then, the results were compared to demonstrate that such connections are ideal against the seismic behavior and energy dissipation.

Experimental study on TLDs equipped with an upper mounted baffle

  • Shad, Hossein;Adnan, Azlan bin;Vafaei, Mohammadreza;Behbahani, Hamid Pesaran;Oladimeji, Abdulkareem M.
    • Smart Structures and Systems
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    • 제21권1호
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    • pp.37-51
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    • 2018
  • Tuned Liquid Dampers (TLDs) have gained wide acceptance as a system for structural control and energy dissipation. However, they face limitation caused by low damping in deep water, which affects their efficiency. Another problem with deep water TLDs is that not all water depth participates in energy dissipation. This paper investigated the effect of upper mounted baffles on the effectiveness of TLDs. The Vertical Blockage Ratio (VBR) of baffles ranged from 10% - 90%. The TLD (with and without baffle), structure, and combined structure with TLD (with and without baffles) were subjected to free and harmonic forced vibrations. Results indicated that baffles could significantly enhance the energy dissipation of TLDs, thus reducing structural responses more than structures equipped with ordinary TLDs. It was found that, there was an optimum value of VBR in which the TLD's efficiency was maximized. When TLD had an appropriate VBR, the structural acceleration and displacement responses were suppressed significantly up to 51% and 56%, respectively.

선반주축계의 동특성 향상에 관한 연구 -주축대와 베드의 보울트 결합을 중심으로- (A Study on the Improvement of Dynamic Characteristics of Spindle-Work System in Lathe - Focused on the Bolt Juint between Headstock and Bed -)

  • 신용호;박태원;홍동표;정인성
    • 대한기계학회논문집
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    • 제12권1호
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    • pp.1-7
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    • 1988
  • 본 연구에서는 컬럼모델을 보울트로 고정할 때 접합면에 알루미늄판, 황동판, 스테인리스판 등을 삽입하고 정적강성과 동적특성을 검토하여 이것을 기초로 공작물- 주축대-공구로 형성되고 있는 사이클중에서 선반의 주축대와 베드를 연결하는 결합부에 모델실험을 사용한 게재물을 삽입하고 선반구축계의 동적특성을 검토하였다.

Research on damage of solid-web steel reinforced concrete T-shaped columns subjected to various loadings

  • Xue, Jianyang;Zhou, Chaofeng;Liu, Zuqiang
    • Steel and Composite Structures
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    • 제24권4호
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    • pp.409-423
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    • 2017
  • This paper presents an experimental study on damage evolution laws of solid-web steel reinforced concrete (SRC) T-shaped columns along the direction of the web under various loadings. Ten specimens with a scale ratio of 1/2 and a shear span ratio of 2.5 were designed and fabricated. The influences of various parameters, including the axial compression ratio, steel ratio, and loading mode, were examined. The mechanical performances including load-displacement curve and energy dissipation capacity under the monotonic and low cyclic loadings were analyzed. Compared with the monotonic loading, bearing capacity, ultimate deformation capacity, and energy dissipation capacity of the specimens decrease to some extent with the increase of the displacement amplitude and the number of loading cycle. The results show that the damage process of the SRC T-shaped column can be divided into five stages, namely non-damage, slight-damage, steadily-developing-damage, severe-damage and complete-damage. Finally, based on the Park-Ang model, a modified nonlinear damage model which combines the maximum deformation with hysteretic energy dissipation is proposed by taking into account the dynamic influence of the aforementioned parameters. The results show that the modified model in this paper is more accurate than Park-Ang model and can better describe the damage evolution of SRC T-shaped columns.

Parametric study of SMA helical spring braces for the seismic resistance of a frame structure

  • Ding, Jincheng;Huang, Bin;Lv, Hongwang;Wan, Hongxia
    • Smart Structures and Systems
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    • 제25권3호
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    • pp.311-322
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    • 2020
  • This paper studies the influence of parameters of a novel SMA helical spring energy dissipation brace on the seismic resistance of a frame structure. The force-displacement relationship of the SMA springs is established mathematically based on a multilinear constitutive model of the SMA material. Four SMA helical springs are fabricated, and the force-displacement relationship curves of the SMA springs are obtained via tension tests. A numerical dynamic model of a two-floor frame with spring energy dissipation braces is constructed and evaluated via vibration table tests. Then, two spring parameters, namely, the ratio of the helical spring diameter to the wire diameter and the pre-stretch length, are selected to investigate their influences on the seismic responses of the frame structure. The simulation results demonstrate that the optimal ratio of the helical spring diameter to the wire diameter can be found to minimize the absolute acceleration and the relative displacement of the frame structure. Meanwhile, if the pre-stretch length is assigned a suitable value, excellent vibration reduction performance can be realized. Compared with the frame structure without braces, the frames with spring braces exhibit highly satisfactory seismic resistance performance under various earthquake waves. However, it is necessary to select an SMA spring with optimal parameters for realizing optimal vibration reduction performance.