• 국제초고층학회논문집
• /
• 제1권4호
• /
• pp.311-332
• /
• 2012

Earthquake response of mid-rise to high-rise buildings provided with friction dampers is investigated. The steel buildings are modelled as shear-type structures and the investigation involved modelling of the structures of varying heights ranging from five storeys to twenty storeys, in steps of five storeys, subjected to real earthquake ground motions. Three basic types of structures considered in the study are: moment resisting frame (MRF), braced frame (BF), and friction damper frame (FDF). Mathematical modelling of the friction dampers involved simulation of the two distinct phases namely, the stick phase and the slip phase. Dynamic time history analyses are carried out to study the variation of the top floor acceleration, top floor displacement, storey shear, and base-shear. Further, energy plots are obtained to investigate the energy dissipation by the friction dampers. It is seen that substantial earthquake response reduction is achieved with the provision of the friction dampers in the mid-rise and high-rise buildings. The provision of the friction dampers always reduces the base-shear. It is also seen from the fast Fourier transform (FFT) of the top floor acceleration that there is substantial reduction in the peak response; however, the higher frequency content in the response has increased. For the structures considered, the top floor displacements are lesser in the FDF than in the MRF; however, the top floor displacements are marginally larger in the FDF than in the BF.

• 한국추진공학회지
• /
• 제17권5호
• /
• pp.95-100
• /
• 2013

동적 기밀구조에 사용되는 고체윤활재의 선택에 있어 중요 설계 변수들은 기밀성, 내마멸성, 윤활막의 형성 등이 있다. 본 연구에서 그라파이트의 고체유할 특성에 영향을 미치는 영향인자들이 분석되었고 다양한 시험 조건들에 대하여 발생하는 마모거동이 왕복동 마모시험으로부터 얻은 결과들과 비교되었다. 또한 윤활 막들의 생성에 대한 최적조건들이 그라파이트 소재의 특성들을 평가하기 위하여 조사되었다. 마멸입자의 생성, 윤활 막의 생성, 윤활 막의 소멸의 과정을 반복하는 과정이 마모 깊이의 변화와 통하여 마모 메커니즘을 평가하였다. 따라서 그라파이트 씰의 윤활막은 마모된 표면위에 마모 입자들의 응착에 의해 발생한 윤활막이 발생되었고 이는 마모특성에 매우 유용하였다.

• Wind and Structures
• /
• 제17권1호
• /
• pp.87-105
• /
• 2013

Modeling an equilibrium atmospheric boundary layer (ABL) in an empty computational domain has routinely been performed with the k-${\varepsilon}$ turbulence model. However, the research objects of structural wind engineering are bluff bodies, and the SST k-${\omega}$ turbulence model is more widely used in the numerical simulation of flow around bluff bodies than the k-${\varepsilon}$ turbulence model. Therefore, to simulate an equilibrium ABL based on the SST k-${\omega}$ turbulence model, the inlet profiles of the mean wind speed U, turbulence kinetic energy k, and specific dissipation rate ${\omega}$ are proposed, and the source terms for the U, k and ${\omega}$ are derived by satisfying their corresponding transport equations. Based on the proposed inlet profiles, numerical comparative studies with and without considering the source terms are carried out in an empty computational domain, and an actual numerical simulation with a trapezoidal hill is further conducted. It shows that when the source terms are considered, the profiles of U, k and ${\omega}$ are all maintained well along the empty computational domain and the accuracy of the actual numerical simulation is greatly improved. The present study could provide a new methodology for modeling the equilibrium ABL problem and for further CFD simulations with practical value.

• Wind and Structures
• /
• 제10권3호
• /
• pp.233-247
• /
• 2007

The insertion of steel braces has become a common technique to limit the deformability of steel framed buildings subjected to wind loads. However, when this technique is inadequate to keep floor accelerations within acceptable levels of human comfort, dampers placed in series with the steel braces can be adopted. To check the effectiveness of braces equipped with viscoelastic (VEDs) or friction dampers (FRDs), a numerical investigation is carried out focusing attention on a three-bay fifteen-storey steel framed building with K-braces. More precisely, three alternative structural solutions are examined for the purpose of controlling wind-induced vibrations: the insertion of additional diagonal braces; the insertion of additional diagonal braces equipped with dampers; the insertion of both additional diagonal braces and dampers supported by the existing K-braces. Additional braces and dampers are designed according to a simplified procedure based on a proportional stiffness criterion. A dynamic analysis is carried out in the time domain using a step-by-step initial-stress-like iterative procedure. Along-wind loads are considered at each storey assuming the time histories of the wind velocity, for a return period $T_r=5$ years, according to an equivalent wind spectrum technique. The behaviour of the structural members, except dampers, is assumed linear elastic. A VED and an FRD are idealized by a six-element generalized model and a bilinear (rigid-plastic) model, respectively. The results show that the structure with damped additional braces can be considered, among those examined, the most effective to control vibrations due to wind, particularly the floor accelerations. Moreover, once the stiffness of the additional braces is selected, the VEDs are slightly more efficient than the FRDs, because they, unlike the FRDs, dissipate energy also for small amplitude vibrations.

• JSTS:Journal of Semiconductor Technology and Science
• /
• 제13권2호
• /
• pp.98-107
• /
• 2013

This work describes a 13b 100 MS/s 0.13 um CMOS four-stage pipeline ADC for 3G communication systems. The proposed SHA-free ADC employs a range-scaling technique based on switched-capacitor circuits to properly handle a wide input range of $2V_{P-P}$ using a single on-chip reference of $1V_{P-P}$. The proposed range scaling makes the reference buffers keep a sufficient voltage headroom and doubles the offset tolerance of a latched comparator in the flash ADC1 with a doubled input range. A two-step reference selection technique in the back-end 5b flash ADC reduces both power dissipation and chip area by 50%. The prototype ADC in a 0.13 um CMOS demonstrates the measured differential and integral nonlinearities within 0.57 LSB and 0.99 LSB, respectively. The ADC shows a maximum signal-to-noise-and-distortion ratio of 64.6 dB and a maximum spurious-free dynamic range of 74.0 dB at 100 MS/s, respectively. The ADC with an active die area of 1.2 $mm^2$ consumes 145.6 mW including high-speed reference buffers and 91 mW excluding buffers at 100 MS/s and a 1.3 V supply voltage.

• 한국수자원학회논문집
• /
• 제44권6호
• /
• pp.429-438
• /
• 2011

In order to simulate a free surface flow in a trench channel, a three-dimensional incompressible unsteady Reynolds-averaged Navier-Stokes (RANS) equations are closed with the ${\kappa}-{\epsilon}$ model. The artificial compressibility (AC) method is used. Because the pressure fields can be coupled directly with the velocity fields, the incompressible Navier-Stokes (INS) equations can be solved for the unknown variables such as velocity components and pressure. The governing equations are discretized in a conservation form using a second order accurate finite volume method on non-staggered grids. In order to prevent the oscillatory behavior of computed solutions known as odd-even decoupling, an artificial dissipation using the flux-difference splitting upwind scheme is applied. To enhance the efficiency and robustness of the numerical algorithm, the implicit method of the Beam and Warming method is employed. The treatment of the free surface, so-called interface-tracking method, is proposed using the free surface evolution equation and the kinematic free surface boundary conditions at the free surface instead of the dynamic free surface boundary condition. AC method in this paper can be applied only to the hydrodynamic pressure using the decomposition into hydrostatic pressure and hydrodynamic pressure components. In this study, the boundary-fitted grids are used and advanced each time the free surface moved. The accuracy of our RANS solver is compared with the laboratory experimental and numerical data for a fully turbulent shallow-water trench flow. The algorithm yields practically identical velocity profiles that are in good overall agreement with the laboratory experimental measurement for the turbulent flow.

• 한국통신학회논문지
• /
• 제38A권4호
• /
• pp.303-309
• /
• 2013

입력 전압 범위 감지 회로를 이용해서 저전력 6비트 플래시 500Ms/s ADC를 설계하였다. 입력 전압 범위 감지 회로는 변환기내 모든 비교기들 중에서 25%만 동작시키고, 나머지 75%는 동작시키지 않는 방법을 채택하므로 저전력 동작을 가능하게 설계 및 제작하였다. 설계된 회로는 0.13um CMOS 공정기술을 이용해서 제작하였고, 1.2V 전원전압에서 68.8mW 전력소모, 4.9 유효 비트수, 4.75pJ/step의 평가지수가 측정되었다.

• 한국정보통신학회논문지
• /
• 제12권4호
• /
• pp.691-698
• /
• 2008

본 논문은 상위 7-비트와 하위3-비트의 binary-thermal decoding 방식과 segmented 전류원 구조로서 전력소모, 선형성 및 글리치 에너지 등 주요 사양을 고려하여, 3.3V 10비트 CMOS D/A 변환기를 제안한다. 동적 성능을 향상 시키기위해 출력단에 return-to-zero 회로를 사용하였고, segmented 전류원 구조와 최적화 된 binary-thermal decoding 방식으로 D/A 변환기가 가질 수 있는 장점은 디코딩 논리 회로의 복잡성을 단순화함으로 칩면적을 줄일 수 있다. 제안된 변환기는 $0.35{\mu}m$ CMOS n-well 표준공정을 이용한다. 설계된 회로의 상승/하강시간, 정착시간, 및 INL/DNL은 각각 1.90/2.0ns, 12.79ns, ${\pm}2.5/{\pm}0.7\;LSB$로 나타난다. 또한 설계된 D/A 변환기는 3.3V의 공급전원에서는 250mW의 전력소모가 측정된다.

• Steel and Composite Structures
• /
• 제47권2호
• /
• pp.167-184
• /
• 2023

In this study, a new recentering friction device (RFD) to retrofit steel moment frame structures is introduced. The device provides both self-centering and energy dissipation capabilities for the retrofitted structure. A hybrid performance-based seismic design procedure considering multiple limit states is proposed for designing the device and the retrofitted structure. The design of the RFD is achieved by modifying the conventional performance-based seismic design (PBSD) procedure using computational intelligence techniques, namely, genetic algorithm (GA) and artificial neural network (ANN). Numerous nonlinear time-history response analyses (NLTHAs) are conducted on multi-degree of freedom (MDOF) and single-degree of freedom (SDOF) systems to train and validate the ANN to achieve high prediction accuracy. The proposed procedure and the new RFD are assessed using 2D and 3D models globally and locally. Globally, the effectiveness of the proposed device is assessed by conducting NLTHAs to check the maximum inter-story drift ratio (MIDR). Seismic fragilities of the retrofitted models are investigated by constructing fragility curves of the models for different limit states. After that, seismic life cycle cost (LCC) is estimated for the models with and without the retrofit. Locally, the stress concentration at the contact point of the RFD and the existing steel frame is checked being within acceptable limits using finite element modeling (FEM). The RFD showed its effectiveness in minimizing MIDR and eliminating residual drift for low to mid-rise steel frames models tested. GA and ANN proved to be crucial integrated parts in the modified PBSD to achieve the required seismic performance at different limit states with reasonable computational cost. ANN showed a very high prediction accuracy for transformation between MDOF and SDOF systems. Also, the proposed retrofit showed its efficiency in enhancing the seismic fragility and reducing the LCC significantly compared to the un-retrofitted models.

• 한국구조물진단유지관리공학회 논문집
• /
• 제27권6호
• /
• pp.162-171
• /
• 2023

본 연구에서는 기존 구조물의 면내 보강을 위해 콘크리트 구조물과 보강재를 쉽게 연결할 수 있는 내진 어댑터의 세부 설계 방안을 제안하였다. 제안된 내진 어댑터는 실제 크기의 절반으로 축소된 2층짜리 기둥-보 구조물에서 동적 시뮬레이션을 통해 성능을 테스트하였다. 실험 결과, 내진 어댑터를 사용하여 보강된 시험체는 보강되지 않은 시험체에 비해 에너지 소산 능력이 3.5배 향상되었음을 보여주어, 일반적인 사용 범위 내에서 내진 어댑터가 손상되지 않았음이 확인되어 그 효과를 입증하였다. 이어서 변형 한계(변형 각도 3.3%)까지 하중을 가했을 때, 1층 하부에서 어댑터와 보강재를 연결하는 M10 볼트 중 하나가 파손된 것을 관찰하였다. 이러한 발견을 고려할 때, 실제 상황에서 내진 보강을 적용할 때는 내진 어댑터를 연결하는 볼트와 앵커의 설계에 중점을 둬야 할 것으로 판단되었다.