• 제목/요약/키워드: Dynamic Dissipation

검색결과 345건 처리시간 0.024초

Seismic retrofit system made of viscoelastic polymer composite material and thin steel plates

  • Nasab, Mohammad Seddiq Eskandari;Chun, Seungho;Kim, Jinkoo
    • Steel and Composite Structures
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    • 제43권2호
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    • pp.153-164
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    • 2022
  • In this study, a series of cyclic loading tests were performed on viscoelastic dampers (VED) composed of viscoelastic polymer composite material and thin steel plates to observe the variation of the mechanical properties under different loading conditions. A mathematical model was developed based on the Kelvin-Voigt and Bouc-Wen models to formulate the nonlinear force-displacement relationship of the viscoelastic damper. The accuracy of the proposed mathematical model was verified using the data obtained from the tests. The mathematical model was applied to analyze a reinforced concrete framed structure retrofitted with viscoelastic dampers. Nonlinear dynamic analysis results showed that the average maximum inter-story drift ratios of the retrofitted structure met the target limit state after installing the VED. In addition, both the maximum and residual displacements were significantly reduced after the installation of the VED.

Inflow Conditions for Modelling the Neutral Equilibrium ABL Based on Standard k-ε Model

  • Jinghan Wang;Chao Li;Yiqing Xiao;Jinping ou
    • 국제초고층학회논문집
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    • 제11권4호
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    • pp.331-346
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    • 2022
  • Reproducing the horizontally homogeneous atmospheric boundary layer in computational wind engineering is essential for predicting the wind loads on structures. One of the important issues is to use fully developed inflow conditions, which will lead to the consistence problem between inflow condition and internal roughness. Thus, by analyzing the previous results of computational fluid dynamic modeling turbulent horizontally homogeneous atmospheric boundary layer, we modify the past hypotheses, detailly derive a new type of inflow condition for standard k-ε turbulence model. A group of remedial approaches including formulation for wall shear stress and fixing the values of turbulent kinetic energy and turbulent dissipation rate in first wall adjacent layer cells, are also derived to realize the consistence of inflow condition and internal roughness. By combing the approaches with four different sets of inflow conditions, the well-maintained atmospheric boundary layer flow verifies the feasibility and capability of the proposed inflow conditions and remedial approaches.

Seismic performance evaluation of steel moment frames with self-centering energy-dissipating coupled wall panels

  • Lu Sui;Hanheng Wu;Menglong Tao;Zhichao Jia;Tianhua Zhou
    • Steel and Composite Structures
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    • 제47권5호
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    • pp.663-677
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    • 2023
  • The self-centering energy-dissipating coupled wall panels (SECWs) possess a dual capacity of resiliency and energy dissipation. Used in steel frames, the SECWs can localize the damage of structures and reduce residual drifts. Based on OpenSEES, the nonlinear models were established and validated by experimental results. The seismic design procedure of steel frame with SECW structures (SF-SECW) was proposed in accordance with four-level seismic fortification objectives. Nonlinear time-history response analyses were carried out to validate the reasonability of seismic design procedure for 6-story and 12-story structures. Results show that the inter-story drifts of designed structures are less than drift limits. According to incremental dynamic analyses (IDA), the fragility curves of mentioned-above structure models under different limit states were obtained. The results indicate that designed structures have good seismic performance and meet the seismic fortification objectives.

Methodology for predicting optimal friction support location to attenuate vibrational energy in piping systems

  • Minseok Lee;Yong Hoon Jang;Seunghun Baek
    • Nuclear Engineering and Technology
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    • 제56권5호
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    • pp.1627-1637
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    • 2024
  • This research paper proposes a novel methodology for predicting the optimal location of friction supports to effectively mitigate vibrational energy in piping systems. The incorporation of friction forces in the dynamic characteristics of the system introduces inherent nonlinearity, making its analysis challenging. Typically, numerical solutions in the time domain are employed to circumvent the complexities associated with finding analytic solutions for nonlinear systems. However, time domain analysis (TDA) can be computationally intensive and demand significant computational resources due to the intricate calculations stemming from nonlinearity. To address this computational burden, this study presents an efficient approach based on linear analysis to predict the ideal position for installing friction supports as a replacement for fixed supports. Furthermore, we investigate the relationship between the installation positions of friction supports and their effectiveness in absorbing vibrations using the harmonic balanced method (HBM). Both methodologies are validated by comparing the obtained results with those obtained through time domain analysis (TDA) using the finite element method (FEM).

Dynamic Contention Window based Congestion Control and Fair Event Detection in Wireless Sensor Network

  • Mamun-Or-Rashid, Md.;Hong, Choong-Seon
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2007년도 춘계학술발표대회
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    • pp.1288-1290
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    • 2007
  • Congestion in WSN increases energy dissipation rates of sensor nodes as well as loss of packets and thereby hinders fair and reliable event detections. We find that one of the key reasons of congestion in WSN is allowing sensing nodes to transfer as many packets as possible. This is due to the use of CSMA/CA that gives opportunistic media access control. In this paper, we propose an energy efficient congestion avoidance protocol that includes source count based hierarchical and load adaptive medium access control. Our proposed mechanism ensures load adaptive media access to the nodes and thus achieves fairness in event detection. The results of simulation show our scheme exhibits more than 90% delivery ratio with retry limit 1, even under bursty traffic condition which is good enough for reliable event perception.

축력과 반복수평력을 받는 격자강판 내진보강벽의 구조거동에 관한 실험적 연구 (An Experimental Study on the Structural Behavior of Steel Grid Shear Wall subjected to Axial Force and Cyclic Lateral Load)

  • 박정우;심기철;박진영;이영학;김희철
    • 한국전산구조공학회논문집
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    • 제25권6호
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    • pp.525-532
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    • 2012
  • 근래에 지어진 건축물의 경우 지진에 대한 안전성을 확보하고 있지만 1983년 개정이전의 건축물은 내진설계가 미반영 되어 있어 지진에 대해 매우 취약하다. 본 연구에서는 내진성능이 부족한 기존 건축물의 지진 발생 시의 안전성 확보를 위한 내진보강 방안으로 격자강판 내진보강벽을 제안한다. 축력과 반복수평력을 받는 성능실험을 수행하였으며, 실험체는 벤치마크 용도로 순수 철근콘크리트 프레임(BM-RC)과 프레임 내부에 격자강판 내진보강벽(SW-RC)을 설치한 2개의 실험체를 제작하여 실험을 수행하였고, 축력과 횡하중 가력을 위하여 500kN용량의 엑츄에이터 2대와 2,000kN용량의 엑츄에이터 1대를 사용하였다. 실험결과를 통해 벤치마크 실험체와 비교하여 강도, 강성, 연성 및 에너지소산능력을 평가하였다.

준정적 충돌해석을 통한 선박충돌방공호의 방호능력평가 (A Protection Capacity Evaluation of Vessel Protective Structures by Quasi-Static Collision Analysis)

  • 이계희
    • 한국전산구조공학회논문집
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    • 제24권6호
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    • pp.691-697
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    • 2011
  • 본 연구에서는 방호공의 최대방호능력을 산정하기 위하여 선박충돌방호공과 선박을 수치적으로 모델링하고 준정적해석으로 충돌해석을 수행하였다. 방호공은 구조물의 비선형 거동과 지반의 지지효과 및 인발을 고려하여 모델링되었다. 충돌선박은 비선형거동이 집중되는 선수부분을 정밀하게 모델링하고 효율적인 해석을 위해 mass scaling기법을 사용하였다. 동일한 해석모델에 대하여 동적해석을 추가적으로 수행하여 두 해석방법의 차이점과 효율성을 평가하였다. 선박과 방호공의 에너지소산곡선을 바탕으로 충돌선박이 교량하부구조에 충돌력을 전달되는 시점을 추정하고, 이를 바탕으로 대상선박의 최대충돌허용속도를 산정하였다. 이러한 추정방법이 방호공의 에너지소산한계를 명확히 판단할 수 있어 공학적으로 효율적인 산정방법임을 보였다.

Effect of geometrical configuration on seismic behavior of GFRP-RC beam-column joints

  • Ghomia, Shervin K.;El-Salakawy, Ehab
    • Advances in concrete construction
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    • 제9권3호
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    • pp.313-326
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    • 2020
  • Glass fiber-reinforced polymer (GFRP) bars have been introduced as an effective alternative for the conventional steel reinforcement in concrete structures to mitigate the costly consequences of steel corrosion. However, despite the superior performance of these composite materials in terms of corrosion, the effect of replacing steel reinforcement with GFRP on the seismic performance of concrete structures is not fully covered yet. To address some of the key parameters in the seismic behavior of GFRP-reinforced concrete (RC) structures, two full-scale beam-column joints reinforced with GFRP bars and stirrups were constructed and tested under two phases of loading, each simulating a severe ground motion. The objective was to investigate the effect of damage due to earthquakes on the service and ultimate behavior of GFRP-RC moment-resisting frames. The main parameters under investigation were geometrical configuration (interior or exterior beam-column joint) and joint shear stress. The performance of the specimens was measured in terms of lateral load-drift response, energy dissipation, mode of failure and stress distribution. Moreover, the effect of concrete damage due to earthquake loading on the performance of beam-column joints under service loading was investigated and a modified damage index was proposed to quantify the magnitude of damage in GFRP-RC beam-column joints under dynamic loading. Test results indicated that the geometrical configuration significantly affects the level of concrete damage and energy dissipation. Moreover, the level of residual damage in GFRP-RC beam-column joints after undergoing lateral displacements was related to reinforcement ratio of the main beams.

축력과 반복수평력을 받는 콘크리트 충전 내진 각형강관 기둥의 휨거동 특성 (Flexural Behavior of Concrete Filled Seismic Resistant Steel Tubular Columns Subjected to Axial and Cyclic Lateral Load)

  • 김병호;심현주;최병정;이은택
    • 한국강구조학회 논문집
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    • 제23권3호
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    • pp.317-326
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    • 2011
  • 최근 CFT(Concrete Filled Steel Tube) 부재는 뛰어난 구조성능으로 인하여 그 사용범위가 확대되고 있다. 본 연구에서는 축력과 반복수평력을 받는 콘크리트 충전 내진 각형강관 기둥의 연성을 평가하는 실험을 수행하였다. 내진 각형강관은 SN400B 후판재를 냉간 프레스 성형하여 2개의 ㄷ자로 절곡한 후 기둥 폭의 중앙에서 2-seam 용접하는 방식으로 제작하였다. 강관의 폭두께비, 축력비, 가력방법을 변수로 총 8개의 실험체를 제작하여 실험을 수행하였고, 축하중과 반복수평력을 가력하기 위하여 2대의 액츄에이터가 사용되었다. 실험결과를 통해 기둥의 휨내력, 변형능력 및 에너지소산능력을 평가하였으며, 반복수평력에 대한 기둥의 연성거동 또한 평가되었다.

단순화된 S-R 래치를 이용한 6비트 CMOS 플래쉬 A/D 변환기 설계 (Design of 6bit CMOS A/D Converter with Simplified S-R latch)

  • 손영준;김원;윤광섭
    • 한국통신학회논문지
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    • 제33권11C호
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    • pp.963-969
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    • 2008
  • 본 논문에서는 무선통신시스템의 수신단에 적용될 수 있는 6비트 100MHz 플래쉬 A/D 변환기를 설계하였다. 제안하는 플래쉬 A/D 변환기는 해상도가 1비트씩 증가함에 따라 2배수로 증가하는 S-R 래치 회로를 단순화하여 집적화 하였다. 기존 NAND 기반의 S-R 래치 회로에 사용되던 8개의 MOS 트랜지스터 숫자를 6개로 줄였으며, 비교단의 동적 소비전력을 최대 12.5%까지 감소되도록 설계하였다. 설계된 A/D 변환기는 $0.18{\mu}m$ CMOS n-well 1-poly 6-metal 공정을 사용하여 제작되었고, 전원 전압 1.8V, 샘플링 주파수 100MHz에서의 전력소모는 282mW이다. 입력 주파수 1.6MHz, 30MHz에서의 SFDR은 각각 35.027dBc, 31.253dBc이며, 4.8비트, 4.2비트의 ENOB를 나타내었다.