• 한국지진공학회논문집
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• 제15권4호
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• pp.23-31
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• 2011

국내에서 1990년대 설계된 철근콘크리트 내력벽시스템으로 설계된 공동주택에 대한 내진 성능평가를 연구하기 위하여 실제 시공된 13개 건물의 도면을 수집하고 해석을 수행하였다. 내진성능을 평가하기 위하여 FEMA 356과 FEMA 440에 따라 산정하였다. 요구곡선을 위하여 내진설계 스펙트럼은 건축구조설계기준(2009년)에서 정한 값을 사용하였다. 각 건물에 대하여 인명안전과 붕괴방지의 수준에 대한 성능점을 산정하였다. 붕괴방지수준에 대하여 성능점에 도달할 때의 부재의 상태를 확인하여 본 결과, 총 13개중 9개(약70%)의 건물의 연결보와 벽체에 붕괴방지 수준 이상의 손상이 발생하였으며, 내력벽보다 연결보에서 손상이 더 크게 나타났다. 또한 본 연구에서 산정한 성능점과 주기의 상관성을 고찰한 결과, 반비례의 상관성이 있음을 알 수 있었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제8권1호
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• pp.91-107
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• 2014

Device-to-device (D2D) communication is an excellent technology to improve the system capacity by sharing the spectrum resources of cellular networks. Multicast service is considered as an effective transmission mode for the future mobile social contact services. Therefore, multicast based on D2D technology can exactly improve the spectrum resource efficiency. How to apply D2D technology to support multicast service is a new issue. In this paper, a resource allocation scheme based on cognitive radio (CR) for D2D underlay multicast communication (CR-DUM) is proposed to improve system performance. In the cognitive cellular system, the D2D users as secondary users employing multicast service form a group and reuse the cellular resources to accomplish a multicast transmission. The proposed scheme includes two steps. First, a channel allocation rule aiming to reduce the interference from cellular networks to receivers in D2D multicast group is proposed. Next, to maximize the total system throughput under the condition of interference and noise impairment, we formulate an optimal transmission power allocation jointly for the cellular and D2D multicast communications. Based on the channel allocation, optimal power solution is in a closed form and achieved by searching from a finite set and the interference between cellular and D2D multicast communication is coordinated. The simulation results show that the proposed method can not only ensure the quality of services (QoS), but also improve the system throughput.

• Earthquakes and Structures
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• 제12권4호
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• pp.397-407
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• 2017

To estimate the structural seismic demand, some methods are based on an equivalent linear system such as the Capacity Spectrum Method, the N2 method and the Equivalent Linearization method. Another category, widely investigated, is based on displacement correction such as the Displacement Coefficient Method and the Coefficient Method. Its basic concept consists in converting the elastic linear displacement of an equivalent Single Degree of Freedom system (SDOF) into a corresponding inelastic displacement. It relies on adequate modifying or reduction coefficient such as the inelastic deformation ratio which is usually developed for systems with known ductility factors ($C_{\mu}$) and ($C_R$) for known yield-strength reduction factor. The present paper proposes a rational approach which estimates this inelastic deformation ratio for SDOF bilinear systems by rigorous nonlinear analysis. It proposes a new inelastic deformation ratio which unifies and combines both $C_{\mu}$ and $C_R$ effects. It is defined by the ratio between the inelastic and elastic maximum lateral displacement demands. Three options are investigated in order to express the inelastic response spectra in terms of: ductility demand, yield strength reduction factor, and inelastic deformation ratio which depends on the period, the post-to-preyield stiffness ratio, the yield strength and the peak ground acceleration. This new inelastic deformation ratio ($C_{\eta}$) is describes the response spectra and is related to the capacity curve (pushover curve): normalized yield strength coefficient (${\eta}$), post-to-preyield stiffness ratio (${\alpha}$), natural period (T), peak ductility factor (${\mu}$), and the yield strength reduction factor ($R_y$). For illustrative purposes, instantaneous ductility demand and yield strength reduction factor for a SDOF system subject to various recorded motions (El-Centro 1940 (N/S), Boumerdes: Algeria 2003). The method accuracy is investigated and compared to classical formulations, for various hysteretic models and values of the normalized yield strength coefficient (${\eta}$), post-to-preyield stiffness ratio (${\alpha}$), and natural period (T). Though the ductility demand and yield strength reduction factor differ greatly for some given T and ${\eta}$ ranges, they remain take close when ${\eta}>1$, whereas they are equal to 1 for periods $T{\geq}1s$.

• 한국토양비료학회지
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• 제47권5호
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• pp.319-323
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• 2014

This study investigates the prediction of soil chemical properties (organic matter (OM), pH, Ca, Mg, K, Na, total acidity, cation exchange capacity (CEC)) on 688 Korean soil samples using the visible-near infrared reflectance (VIS-NIR) spectroscopy. Reflectance from the visible to near-infrared spectrum (350 to 2500 nm) was acquired using the ASD Field Spec Pro. A total of 688 soil samples from 168 soil profiles were collected from 2009 to 2011. The spectra were resampled to 10 nm spacing and converted to the 1st derivative of absorbance (log (1/R)), which was used for predicting soil chemical properties. Principal components analysis (PCA), partial least squares regression (PLSR) and regression rules model (Cubist) were applied to predict soil chemical properties. The regression rules model (Cubist) showed the best results among these, with lower error on the calibration data. For quantitatively determining OM, total acidity, CEC, a VIS-NIR spectroscopy could be used as a routine method if the estimation quality is more improved.

• Structural Engineering and Mechanics
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• 제62권3호
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• pp.281-289
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• 2017

Damping value has considerable influence on the dynamic and seismic behaviors of bridges. However, currently the constant damping ratios that are prescribed by most bridge seismic design codes can't truly represent the complicated damping character of actual structures. In this paper, a cyclic loading experiment was conducted to study the effect of stress amplitude on material damping of concrete to present an analyzing model of the material damping of concrete. Furthermore, based on the fundamental damping of structure measured under ambient vibration, combined with the presented stress-dependent material damping concrete, the seismic response of a bridge pier was calculated. Comparison between the calculated and experiment results verified the validity of the presented damping model. Finally, a modified design and analysis method for bridge was proposed based on stress-dependent damping theory, and a continuous rigid frame bridge was selected as the example to calculate the actual damping values and the dynamic response of the bridge under different earthquake intensities. The calculation results indicated that using the constant damping given by the Chinese seismic design code of bridges would overestimate the energy dissipation capacity of the bridge.

• Earthquakes and Structures
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• 제19권3호
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• pp.215-226
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• 2020

A self-centering wall (SCW) is a lateral resistant rocking system that incorporates posttensioned (PT) tendons to provide a self-centering capacity along with dampers to dissipate energy. This paper investigates the rocking responses of a SCW with base viscous dampers under a sinusoidal-type pulse considering yielding and fracture behaviour of the PT tendon. The differences in the overturning acceleration caused by different initial forces in the PT tendon are computed by the theoretical method. The exact analytical solution to the linear approximate equation of motion is also provided for slender SCWs. Finally, the effects of the ductile behaviour of PT tendons on the rocking response of a SCW are analysed. The results demonstrate that SCWs exhibit two overturning modes under pulse excitation. The overturning region with Mode 1 in the PT force cases separates the safe region of the wall into two parts: region S1 with an elastic tendon and region S2 with a fractured tendon. The minimum overturning acceleration of a SCW with an elastic-brittle tendon becomes insensitive to excitation frequency as the PT force increases. After the plastic behaviour of the PT tendon is considered, the minimum overturning acceleration of a SCW is increased significantly in the whole range of the studied w_g/p.

• 한국지진공학회논문집
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• 제16권1호
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• pp.47-59
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• 2012

본 연구에서는 학교건물에서 나타나는 전형적인 조적조 채움벽 골조의 내진성능을 등가 스트럿 모델을 통해 평가하였다. 순수골조모델, 중심스트럿모델 및 편심스트럿모델의 세 가지 모형화 방법을 채택하였고, 문헌상으로 얻을 수 있는 범위의 스트럿 강성과 강도를 적용하여 거동특성의 차이를 분석하였다. 역량스펙트럼에 의해 산정된 성능점에서의 변위 및 손상정도에 큰 차이가 나타났으며, 채움벽은 순수골조모델과 비교할 때 중심스트럿모델에서는 유리하게, 편심스트럿모델에서는 불리하게 작용하는 것으로 나타났다. 최종극한변위에서의 거동 또한 모형화 방법 및 재료 속성에 따라서 최대강도, 층간변위, 파괴된 부재 수 및 위치 등에 큰 차이가 나타났다.

• 한국지진공학회논문집
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• 제5권3호
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• pp.29-36
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• 2001

국내 일반 국도상의 교량을 분석한 결과 형상비가 2.5 내외로서 휨-전단 파괴 거동이 예측되는 교각이 다수 존재하는 것으로 나타났으나 기존의 교각 내진 특성 연구는 주로 휨 파괴 거동을 보이는 교각에 대해 수행되어 왔다. 본 연구에서는 휨-전단 복합모드가 작용하여 파괴에 이를 가능성이 많은 형상비 2.5 내외인 기존 교각을 대상모델로 선정하고 실물크기 모형 및 축소모형 시험체를 제작하여 준정적 실험(quasi static test)을 수행하였다. 실험결과로부터 상사효과(scale effect)가 교각 내진 성능평가에 미치는 영향을 분석하였고, 또한 비내진 상세인 실험대상 교량에 대해 역량스펙트럼법을 이용하여 내진성능을 평가하였다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2007년도 추계종합학술대회
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• pp.175-179
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• 2007

수중 천이 신호를 탐지하기 위한 기존의 기법은 에너지 변화와 스펙트럼 변이를 이용한 것으로 백색잡음 환경에서 탐지가 잘 되지만 유색잡은 환경에서는 탐지가 잘 되지 않는다. 본 논문에서는 백색잡은 환경과 유색잡음 환경에서 수중 천이 신호의 탐지성능을 높이기 위해 Double-Density 이산 웨이블렛 변환과 CFAR Power-Law기법을 이용한다.

• 한국통신학회논문지
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• 제36권4C호
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• pp.232-240
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• 2011

Water-filling 알고리즘은 적응 MIMO 시스템의 ergodic 용량을 최대화하는 효율적인 전력 할당 방식이지만 이산 변조 지쉬discrete modulation index)를 사용하는 실제의 시스템의 경우 과도한 잉여 전력(residual power)으로 인해 스펙트럼 효율이 감소하는 단점이 있다. 본 논문에서는 water-filling 알고리즘의 잉여 전력을 효율적으로 재할당 함으로써 적응 MIMO 시스템의 스펙트럼 효율을 향상시키는 새로운 전력 할당 알고리즘을 제안한다. 알고리즘의 성능을 검증하기 위해 터보 코드가 적용된 적응 MIMO 시스템을 구성하고 다양한 환경에서 시뮬레이션을 수행한다 시뮬레이션 결과, 레일리이 페이딩 환경에서 SNR이 20dB일 때 제안된 알고리즘의 스펙트럼 효율이 기존의 water-filling 알고리즘에 비해 대략 8.9% 향상됨을 알 수 있었다.