• 제목/요약/키워드: dissipative analysis

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Seismic performance assessment of steel building frames equipped with a novel type of bending dissipative braces

  • Taiyari, Farshad;Mazzolani, Federico M.;Bagheri, Saman
    • Steel and Composite Structures
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    • 제33권4호
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    • pp.525-535
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    • 2019
  • The seismic performance of steel frames equipped with a particular type of bending dissipative braces (BDBs) having U elements, which has recently been introduced and tested by the authors, is investigated. For this purpose, two structural systems, i.e., simple and dual steel building frames, both with diagonal BDBs and different number of stories, are considered. After providing a design method of this new BDB, the detailed structural models are developed in the OpenSees platform to perform nonlinear dynamic analyses. Seismic performance factors like ductility, overstrength, response modification and deflection amplification factors are calculated using incremental dynamic analysis (IDA). In addition, to assess the damage probability of the structural models, their seismic fragilities are developed. The results show high energy dissipation capacity of both structural systems while the number of U elements needed for the bracing system of each story in the moment frames are less than those in the corresponding non-moment (simple) frames. The average response modification and deflection amplification factors for both structural schemes are obtained about 8.6 and 5.4, respectively, which are slightly larger than the corresponding recommended values of ASCE for the typical buckling-restrained braces (BRBs).

Seismic retrofit of a steel-reinforced concrete hospital building using continuous energy-dissipative steel columns

  • Massimiliano Ferraioli;Biagio Laurenza;Angelo Lavino;Ciro Frattolillo;Gianfranco De Matteis
    • Steel and Composite Structures
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    • 제47권4호
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    • pp.467-488
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    • 2023
  • Seismic retrofit of an existing steel-reinforced concrete hospital building that features innovative use of a continuous energy-dissipative steel column (CEDC) system is presented in this paper. The special system has been adopted to provide an efficient solution taking into account the difficulties of applying traditional intervention techniques to minimize the impact on architectural functionality and avoid the loss of building function and evacuation during the retrofit implementation. The lateral stiffness and strength of the CEDC system were defined based on the geometric and mechanical properties of the steel strip dampers. The hysteretic behavior under cyclic loadings was defined using a simplified numerical model. Its effectiveness was validated by comparing the results of full-scale experimental data available from the literature. All the main design considerations of the retrofitting plan are described in detail. The effectiveness of the proposed retrofitting system was demonstrated by nonlinear time-history analyses under different sets of earthquake-strong ground motions. The analysis results show that the CEDC system is effective in controlling the deformation pattern and significantly reducing damage to the existing structure during major earthquakes.

LES에서 중심 및 상류 컴팩트 차분기법의 적합성에 관하여 (III) -동적 오차 해석 - (On the Suitability of Centered and Upwind-Biased Compact Difference Schemes for Large Eddy Simulations (III) - Dynamic Error Analysis -)

  • 박노마;유정열;최해천
    • 대한기계학회논문집B
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    • 제27권7호
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    • pp.995-1006
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    • 2003
  • The suitability of high-order accurate, centered and upwind-biased compact difference schemes for large eddy simulation is evaluated by a dynamic analysis. Large eddy simulation of isotropic turbulence is performed with various dissipative and non-dissipative schemes to investigate the effect of numerical dissipation on the resolved solutions. It is shown by the present dynamic analysis that upwind schemes reduce the aliasing error and increase the finite differencing error. The existence of optimal upwind scheme that minimizes total numerical error is verified. It is also shown that the finite differencing error from numerical dissipation is the leading source of numerical errors by upwind schemes. Simulations of a turbulent channel flow are conducted to show the existence of the optimal upwind scheme.

무손실 스너버 적용 소프트 스위칭 Single Stage AC-DC Full Bridge Boost 컨버터 (Soft Switching Single Stage AC-DC Full Bridge Boost Converter Using Non-Dissipative Snubber)

  • 김은수;조기연;김윤호;조용현;박경수;안호균;박순구
    • 전력전자학회논문지
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    • 제4권4호
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    • pp.377-383
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    • 1999
  • 종래의 충전기 및 통신용 전원장치에 있어서 입력 역률을 개선시키기 위해 고 역률 컨버터(Power Factor Correction Circuit)가 제안되어 적용되고 있고, 이들 대부분 회로는 Hard Switching을 이용한 정류회로로, 입력역률 1제어와 입력전류를 정현파형을 만들 수 있지만 Switching Noise에 의한 전자파장해(EMI)와 스위칭손실 등의 문제를 안고 있다. 또한, 절연된 DC 출력전압을 얻기 위해서는 고 역률 컨버터 후단에 절연된 DC/DC 컨버터가 적용되어야 함으로써, 주 회로 및 제어회로가 다단으로 구성되는 등 복잡화되는 단점이 있었다. 본 논문에서는 이러한 단점을 극복하기 위해 역률보정회로(PFC)를 갖는 절연된 Single Stage 무손실 스너버적용 고주파 소프트 스위칭 컨버터를 제안하고자 한다.

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Surface wettability and contact angle analysis by dissipative particle dynamics

  • Lin, Tzung-Han;Shih, Wen-Pin;Chen, Chuin-Shan
    • Interaction and multiscale mechanics
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    • 제5권4호
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    • pp.399-405
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    • 2012
  • A dissipative particle dynamics (DPD) simulation was presented to analyze surface wettability and contact angles of a droplet on a solid platform. The many-body DPD, capable of modeling vapor-liquid coexistence, was used to resolve the vapor-liquid interface of a droplet. We found a constant density inside a droplet with a transition along the droplet boundary where the density decreased rapidly. The contact angle of a droplet was extracted from the isosurfaces of the density generated by the marching cube and a spline interpolation of 2D cutting planes of the isosurfaces. A wide range of contact angles from $55^{\circ}$ to $165^{\circ}$ predicted by the normalized parameter ($|A_{SL}|/B_{SL}$) were reported. Droplet with the parameters $|A_{SL}|>5.84B{_{SL}}^{0.297}$ was found to be hydrophilic. If $|A_{SL}|$ was much smaller than $5.84B{_{SL}}^{0.297}$, the droplet was found to be superhydrophobic.

셀프센터링 가새골조의 지진응답 (Seismic Response of Self-Centering Energy Dissipative Braced Frames)

  • 최현훈;;김진구
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.331-336
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    • 2008
  • An self-centering energy-dissipative (SCED) bracing system has recently been developed as a new seismic force resistant bracing system. The advantage of the SCED brace system is that, unlike other comparable advanced bracing systems that dissipate energy, such as the buckling restrained brace system, it has a self-centering capability that reduces or eliminates residual building deformations after major seismic events. In this study seismic performance of SCED braced frames is evaluated for a set of 20 design level earthquake records. According to analysis results the SCED systems showed more uniform interstory drift demand for buildings with 8 story or fewer. The residual deformation in SCED buildings turned out to be much less than that of moment-resisting frames.

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주기적인 외력을 가진 Van der Pol 발진기에서의 비선형 거동 해석 (Analysis of Nonlinear Behavior in Fractional Van der Pol Equation with Periodic External Force)

  • 배영철
    • 한국전자통신학회논문지
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    • 제11권1호
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    • pp.87-92
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    • 2016
  • Van der Pol 발진기는 비선형 제동 현상을 가진 비보존 발진기로서 높은 진폭에서의 에너지는 소산적이며 (dissipative)이고 낮은 진폭들에서는 생성되는 구조를 가진다. 본 논문에서는 Van Der Pol 발진기 모델에서 다른 거동을 확인하기 위하여 주기적 외력을 인가하고 여기에서 파라미터 변화에 따라 어떻게 리미트 사이클이 변화하는지에 대한 패턴을 확인하고자 한다.

소프트 스위칭 Single Stage AC-DC Full Bridge Boost 컨버터 (Soft Switching Single Stage AC-DC Full Bridge Boost Converter)

  • 김은수;조기연;김윤호;조용현;박경수;안호균;박경수
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 1999년도 전력전자학술대회 논문집
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    • pp.493-496
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    • 1999
  • A new soft switching single stage AC-DC full bridge boost converter with unit input power factor and isolated output is presented in this paper. Due to the use of a non-dissipative snubber on the primary side, a single stage high-power factor isolated full bridge boost converter has a significant reduction of switching losses in the main switching devices. The non-dissipative snubber adopted in this study consists of a snubber capacitor Cr, a snubber inductor Lr, a fast recovery snubber diode Dr, and a commutation diode Dr, and a commutation diode Dp. This paper presents the complete operating principles, theoretical analysis and experimental results.

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A Study on Switching Shunt Regulator for Satellite Power System

  • Park, Jae-dong;Seong, Se-Jin
    • Journal of Electrical Engineering and information Science
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    • 제3권1호
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    • pp.14-20
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    • 1998
  • The resistive shunting for the fine control of a Direct Energy Transfer(DET) systems is fully developed, but the non-resistive shunting using variable size solar array segments is in progress. This paper presents the spacecraft power control through switching of solar array segments, which uses a fully regulated DET power regulation. This method eliminates a dissipative element and removes the associated design limitations which arise from the dissipative elements for radiating cooling in deep space. The switching shunt regulator comprises the switched Solar Array Shunt(SAS) modules that regulate the solar array power. These SAS modules connect/disconnect the solar array segments to/from the bus according to the loading in the main bus without significant variations in the dissipation level. In this paper, twelve segments are used in the shunting. In order to verify the basis of analysis, the computational result of an analytic loop gain is performed.

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탭-인덕터 적용 무손실 스너버에 의한 Buck 컨버터 (Buck converter using a non-dissipative snubber)

  • 박성수;공영수;양승철;김은수
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2003년도 추계학술대회 논문집
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    • pp.154-158
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    • 2003
  • This paper presents an improved soft switching buck converter using a non-dissipative snubber, which is composed of a tapped inductor, two snubber capacitors and three snubber diodes. The proposed buck converter achieves zero voltage turn-off in the main switch and freewheeling diode. The Proposed Soft Switching buck converter is verified through the simulation, relevant equations, analysis and experimental results.

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