• 플랜트 저널
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• 제14권2호
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• pp.39-44
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• 2018

본 연구에서는 870 MW 대형 석탄화력 발전소에서 출력을 고정시키고 과잉공기비 조정만으로 통풍계통 안정 및 보일러 효율에 어떠한 변화가 있는지를 분석하였으며 이에 따른 적정 과잉공기비를 선정하였다. 과잉공기비 조정에 따라 공기예열기 압력강하, 유인송풍기 실속여유 등이 변하므로 통풍계통 안정화를 위해 적정 과잉공기비 선정은 반드시 필요하다. 따라서 본 연구에서는 과잉공기비를 통상 운전 값인 1.153에서 운전지침서상의 하한 값인 1.127까지 단계적으로 조정하여 공기예열기 압력강하, 유인송풍기 1차 실속여유, 보일러 효율, 각종 손실 등을 측정하였고 보일러 효율도 동등수준이상으로 유지하면서 통풍계통도 위험수준에서 안전하게 이격시켜 안정화에 기여할 수 있는 적정 과잉공기비를 선정하였다. 적정 과잉공기비는 운전지침서 상의 하한 값인 1.127까지 낮추어 운전하는 것이 바람직하다고 판단된다.

• 전기학회논문지
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• 제67권11호
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• pp.1415-1422
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• 2018

In Korea, prior to 2011, the electric reserve margin followed the probabilistic reliability view and the planning reserve margin had been operated at about 15% based on the assumption that power outage was permitted within 0.5 days a year. However, after experiencing the shortage of the electric generation capacity in Sept. 15, 2011, the planning reserve margin was selected as 22% to improve the reliability of the electric supply. In this paper, using panel data of 28 OECD countries over the period 2000-2014 we attempted to empirically examine the linkage between reserve margin, electricity tariffs, renewable energy share, GDP per capita, and summer / winter peak-to-peak ratios. As a result, all four independent variables have been significant for the electric reserve margin, and in particular, we found that countries with similar peaks in winter and summer have operated 4.3% higher reserve margin than countries experiencing only summer peak.

• 한국지진공학회논문집
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• 제18권2호
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• pp.105-115
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• 2014

This paper is the sequel of a companion paper (I. Performance Evaluation) evaluating the relation between the seismic performance of steel intermediate moment frames (IMFs) and the rotation capacity of connections. The evaluation revealed that the seismic performance of IMFs having the required minimum rotation capacity suggested in the current standards did not meet the seismic performance criteria presented in FEMA 695. Therefore, thepresent study evaluates the causes of the vulnerable seismic performance for steel IMFs and proposes alternatives to satisfy the seismic performance suggested in FEMA 695. To that goal, the results of nonlinear analysis, which are the pushover analysis and the incremental dynamic analysis, are examined and evaluated. As a result, high-rise IMF systems are seen to have the lower collapse margin ratio after connection fracture than row-rise IMF systems and, the actual response isfound to compared tothedesign drift ratio acting on design load design. Finally, the minimum design load values are proposed to meet the seismic performance suggested in FEMA 695 for IMF systems having vulnerable seismic performance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.22-27
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• 2004

This experimental investigation was conducted to examine the seismic performance of reinforced concrete bridge columns. The columns were subjected to a constant axial load and a cyclic horizontal load-inducing reversed bending moment. The variables studied in this research are the volumetric ratio of transverse reinforcement (ps = 0.96, 1.44 per cent) and axial load ratio (0.05, 0.1, 0.2 P/Po) and strength $(350kgf/cm^2,\;600kgf/cm^2)$. Test results show that bridge columns with 50 per cent higher amounts of transverse reinforcement than that required by seismic provisions of ACI 318-02 showed ductile behaviour. For bridge columns with axial load ratio(P/Po) less than 0.2, the ratio of Mmax over Mad, nominal moment capacity predicted by ACI 318-02 provisions, is consistently greater than 1 with approximately a 20 percent margin of safty.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.161-164
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• 2003

This experimental investigation was conducted to examine the seismic performance of reinforced concrete bridge columns. The columns were subjected to a constant axial load and a cyclic horizontal load-inducing reversed bending moment. The variables studied in this research are the volumetric ratio of transverse reinforcement ($P_s$ =0.96, 1.44 per cent) and axial load ratio (0.05, 0.1, 0.2 P/$P_o$). Test results show that bridge columns with 50 per cent higher amounts of transverse reinforcement than that required by seismic provisions of ACI 318-02 showed ductile behaviour. For bridge columns with axial load ratio(P/$P_o$) less than 0.2, the ratio of $M_{max}$ over $M_{aci}$, nominal moment capacity predicted by ACI 318-02 provisions, is consistently greater than 1 with approximately a 20 percent margin of safty.

• 한국지진공학회논문집
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• 제27권2호
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• pp.91-99
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• 2023

Structural vibration induced by earthquake hazards is one of the most significant concerns in structure performance-based design. Structural hazards evoked from seismic events must be properly identified to make buildings resilient enough to withstand extreme earthquake loadings. To investigate the effects of combined earthquake-resistant systems, shear walls and five types of dampers are incorporated in nineteen structural models by altering their arrangements. All the building models were developed as per ACI 318-14 and ASCE 7-16. Seismic fragility curves were developed from the incremental dynamic analyses (IDA) performed by using seven sets of ground motions, and eventually, by following FEMA P695 provisions, the collapse margin ratio (CMR) was computed from the collapse curves. It is evident from the results that the seismic performance of the proposed combined shear wall-damper system is significantly better than the models equipped with shear walls only. The scrutinized dual seismic resisting system is expected to be applied practically to ensure a multi-level shield for tall structures in high seismic risk zones.

• Earthquakes and Structures
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• 제9권1호
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• pp.49-71
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• 2015

The present paper aims at evaluating damage and collapse behavior of low-rise buildings with unidirectional mass irregularities in plan (torsional buildings). In previous earthquake events, such buildings have been exposed to extensive damages and even total collapse in some cases. To investigate the performance and collapse behavior of such buildings from probabilistic points of view, three-dimensional three and six-story reinforced concrete models with unidirectional mass eccentricities ranging from 0% to 30% and designed with modern seismic design code provisions specific to intermediate ductility class were subjected to nonlinear static as well as extensive nonlinear incremental dynamic analysis (IDA) under a set of far-field real ground motions containing 21 two-component records. Performance of each model was then examined by means of calculating conventional seismic design parameters including the response reduction (R), structural overstrength (${\Omega}$) and structural ductility (${\mu}$) factors, calculation of probability distribution of maximum inter-story drift responses in two orthogonal directions and calculation collapse margin ratio (CMR) as an indicator of performance. Results demonstrate that substantial differences exist between the behavior of regular and irregular buildings in terms of lateral load capacity and collapse margin ratio. Also, results indicate that current seismic design parameters could be non-conservative for buildings with high levels of plan eccentricity and such structures do not meet the target "life safety" performance level based on safety margin against collapse. The adverse effects of plan irregularity on collapse safety of structures are more pronounced as the number of stories increases.

• 한국구조물진단유지관리공학회 논문집
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• 제18권2호
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• pp.9-20
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• 2014

철골 중간모멘트골조는 강한 지반운동에 대하여 적합한 저항능력을 확보하기 위한 지진력저항시스템으로서 일반적으로 사용되고 있다. 하지만 국내의 대다수 중 저층 철골건축물은 내진설계가 도입되기 이전에 건설되었거나 현재의 내진설계기준의 요구조건을 준수하지 않은 것들로, 이러한 건물들이 가지는 내진성능에는 의문점이 존재한다. 이와 같은 문제점의 인식에 기반하여 본 연구에서는 국내 철골 중간 모멘트골조의 내진성능에 대한 정량적 제시를 목표로 우선 층수 종류, 지진에 대한 보유내력, 부재 연성도, 제진장치의 유무를 변수로 하여 표본 건물을 설계하였다. 표본 건물의 내진 성능과 붕괴 매커니즘은 비선형 정적해석과 증분동적해석으로부터 획득한 붕괴여유비와 붕괴확률을 이용하여 분석하였다. 해석결과를 통하여 현행 국내기준에 따라 내진설계된 신축건물은 설계지진에 대해 충분한 내진성능을 가졌으며, 이에 반해 구조부재의 연성저감이 발생하거나 낮은 설계 밑면전단력에 대한 저항력을 가진 기존건물의 경우에는 높은 붕괴확률을 가지며 목표로 한 내진성능을 만족시키지 못하는 것으로 나타났다. 이와 같은 내진성능을 충족시키지 못하는 내진설계 도입 이전의 건물에 대해서 에너지 소산장치를 통해 보강하게 되면 장치의 에너지 소산능력뿐만 아니라 소성힌지의 재분배를 통해 붕괴확률 및 내진성능이 신축건물 수준으로 향상되었다.

• 한국통신학회논문지
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• 제39C권11호
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• pp.1042-1049
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• 2014

군의 MicroWave 통신 환경에서 회선 설계를 위해 링크거리, 가용도, 전송용량은 중요한 요소이다. 현재 고정용 변조방식으로 운용, 미래 전송용량 증대가 가능한 변조방식으로 진화될 예정이다. 링크 거리에 따라 페이딩 발생확률의 증가로 장거리의 경우 고신뢰의 전송품질을 지속적으로 보장하기 어려울 수 있다. 대용량 전송을 위한 변조방식의 경우 장거리가 될수록 링크버짓에서 페이드 마진의 저하로 가용도가 감소되어 QoS 보장에 있어 제한사항이 발생할 수 있다. 본 논문에서는 군 MicroWave 무선 링크에서의 링크거리를 고려한 대역폭 가변 할당 및 우선순위 전송 용량 비율 설정을 이용한 우선순위 전송 기법을 통해 무선 전송 성능 향상기법을 제안하고 링크 설계를 위한 채널 전송 용량 산출방안을 제시한다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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• pp.60-67
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• 2004

The designer of a tall building even in moderate and low seismic regions should, in finalizing the desist consider the probable impact of the design basis earthquake on the selected structural system. In this study, seismic response analysis was conducted to evaluate the seismic performance of concentrically braced steel highrise buildings which were designed only for governing wind loading under moderate seismicity. The main purpose of this analysis was to see if the wind design would create a system whose elastic capacity clearly exceeds the probable demand as suggested by the design basis earthquake. The strength demand-to-capacity study revealed that the wind-designed steel highrise buildings with the aspect ratio of larger than five can withstand the design basis earthquake elastically by a sufficient margin due to the system over-strength resulting from the wind-serviceability criterion. The maximum story drift demand from the design basis earthquake was just 0.25% (or half the limit of Immediate Occupancy performance level in FEMA 273)