• 전산구조공학
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• 제10권4호
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• pp.281-290
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• 1997

현행 내진설계 규준에서 사용하고 있는 반응수정계수는 설계지진하중과 유사한 지진발생시 구조물이 비선형 거동을 하도록 탄성응답에서 요구되는 밑면전단력 값을 낮추는 계수라 할 수 있다. 따라서 반응수정계수는 하중저감계수(force reduction factor)라고 할 수 있으며, 이러한 값들은 경험적으로 결정된 것이어서 예상지진에 대하여 구조설계자가 설계한 건물이 어느정도의 비선형 거동을 할지는 예측하기가 힘들다. 본 연구에서는 목표가 되는 연성비(target ductility ratio)에 따라 요구되는 밑면전단력의 값을 구하고 이를 규준에서 요구하는 값과 비교할 것이다. 만약 요구되는 값이 규준 값 보다 크다면 이는 구조물이 가지는 부가강도(overstrength)나 잉여력(redundancy)이 담당해야 한다. 모멘트연성골조 건물을 설계한 후 이를 push-over 해석에 의하여 부가강도를 찾아 보아 요구강도와 비교할 것이다.

• 한국자기학회지
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• 제23권5호
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• pp.159-165
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• 2013

능동형 자기센서는 근거리에서 정확한 표적 탐지가 가능하지만 대상 표적 관점에서는 이러한 센서의 위협을 극복할 수 있는 마땅한 대항책이 없기 때문에 세계 각국의 수중유도무기에서 기폭신관용 센서로 널리 사용하고 있다. 하지만 근래에는 표적의 명중률 향상을 위한 목적으로 능동형 자기센서의 표적 탐지거리를 증대시키는 것에 대한 요구가 끊임없이 제기되고 있다. 표적 탐지거리를 증대시키는 방법 중의 하나는 송신기의 코어 형상 최적화를 통한 송신 코어의 자기소거인자를 최소화하고, 이를 통해서 송신기 출력을 향상시키는 것이다. 따라서 본 논문에서는 수중유도무기에 적용되는 능동형 자기센서의 송신출력 향상을 위한 송신기 코어 형상 설계와 관련하여 유한요소해석 및 실세 제작된 송신기를 대상으로 비교 시험을 수행하였고, 그 결과 송신기 코어의 형상은 송신 출력 향상에 매우 중요한 인자임을 확인하였다.

• Structural Monitoring and Maintenance
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• 제10권3호
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• pp.243-260
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• 2023

Indonesia has had seismic codes for earthquake-resistant structures designs since 1970 and has been updated five times to the latest in 2019. In updating the Indonesian seismic codes, seismic hazard maps for design also update, and there are changes to the Peak Ground Acceleration (PGA). Indonesian seismic design uses the concept of building performance levels consisting of Immediate occupancy (IO), Life Safety (LS), and Collapse Prevention (CP). Related to this performance level, cases still found that buildings were damaged more than their performance targets after the earthquake. Based on the above issues, this study aims to analyze the performance of base isolation design on existing target buildings and analyze the seismic fragility for a case study in Indonesia. The target building is a prototype design 8-story medium-rise residential building using the reinforced concrete moment frame structure. Seismic fragility analysis uses Incremental Dynamic Analysis (IDA) with Nonlinear Time History Analysis (NLTHA) and eleven selected ground motions based on soil classification, magnitude, fault distance, and earthquake source mechanism. The comparison result of IDA shows a trend of significant performance improvement, with the same performance level target and risk category, the base isolation structure can be used at 1.46-3.20 times higher PGA than the fixed base structure. Then the fragility analysis results show that the fixed base structure has a safety margin of 30% and a base isolation structure of 62.5% from the PGA design. This result is useful for assessing existing buildings or considering a new building's performance.

• 융합보안논문지
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• 제16권5호
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• pp.65-71
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• 2016

최근 무선 센서 네트워크는 다양한 분야에 적용되고 있다. 무선 센서 네트워크는 안정적인 네트워크 설계 뿐만 아니라 보안이나, 군 그리고 병원의 응급 처리에도 적용되고 있다. 이러한 다양한 응용 중에서 어떤 침입자나 위기 상황이 발생했을 경우 이를 신속히 위치를 추적하는 방법이 아주 필수적인 연구 분야가 되고 있다. 이러한 방법을 측위라고 정의하고, 센서 노드의 전파범위를 기반으로 측위를 효율적으로 처리하는 기법을 제안한다. 또한 측위를 위하여 필수적인 효율적인 클러스터링 방법과 알고리즘을 제안한다.

• Nuclear Engineering and Technology
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• 제48권3호
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• pp.795-798
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• 2016

Transmission X-ray tubes based on carbon nanotube have attracted significant attention recently. In most of these tubes, tungsten is used as the target material. In this article, the well-known simulator Geant4 was used to obtain some of the tungsten target parameters. The optimal thickness for maximum production of usable X-rays when the target is exposed to electron beams of different energies was obtained. The linear variation of optimal thickness of the target for different electron energies was also obtained. The data obtained in this study can be used to design X-ray tubes. A beryllium window was considered for the X-ray tube. The X-ray energy spectra at the moment of production and after passing through the target and window for different electron energies in the 30-110 keV range were also obtained. The results obtained show that with a specific thickness, the target material itself can act as filter, which enables generation of X-rays with a limited energy.

• Geomechanics and Engineering
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• 제7권5호
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• pp.539-552
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• 2014

A simplified probability-based design charts for stone column-improved ground have been presented based on the unit cell approach. The undrained cohesion ($c_u$) and coefficient of radial consolidation ($c_r$) of the soft soil are taken as the most predominant random variables. The design charts are developed to estimate the diameter of the stone column or the spacing between the stone columns by employing a factored design value of $c_r$ and $c_u$ so as to satisfy a specific probability level of the target degree of consolidation and/or a target safe load that needs to be achieved in a specified timeframe. The design charts can be used by the practicing engineers to design the stone column-improved ground by considering consolidation and /or bearing capacity of the improved ground.

• KIEAE Journal
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• 제12권1호
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• pp.35-43
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• 2012

Algorithm-based architecture helps specifically dividing the environmental variables of a target space into individual factors to build object-oriented programming, classifying them into an individual object according to the environmental variables of each planning circumstance, and distributing each structure into small structures. In addition, each itemized matter of construction is set as a condition, and thus it is possible to respond to the space condition of various circumstances which occur in the architectural planning process. This study is intended for predicting that a sketch role in the design process can be replaced by a design method utilizing an algorithm, through the external solar radiation and the illuminance value of indoor lighting device among the environmental variables of a target space, and for seeking a way to create a design alternative and improve the design quality by using computer-based algorithm design.

• 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
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• 제14권4호
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• pp.47-54
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• 2008

Preconstruction process in a lean project delivery system was studied in one large healthcare project working for a general contractor. Researchers joined a new lean delivery project for approximately six weeks and participated in preconstruction process including design coordination, management coordination, and target costing while concurrently interviewing other project participants and employees, recording activity in meetings, and otherwise observing the process. The preconstruction process in lean project delivery system, called integrated project design, showed many benefits such as brining expertise of downstream players (i.e., mechanical and electrical contractors) into the design phase. However, lack of leadership and lack of design-integrator blocked the successful application of a new concept of design process.

• Structural Engineering and Mechanics
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• 제59권5호
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• pp.821-840
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• 2016

A simple design process is proposed for supplemental viscous dampers based on structural safety redundancy. In this process, the safety redundancy of the primary structure without a damper is assessed by the capacity and response spectra. The required damping ratio that should be provided by the supplemental dampers is estimated by taking the structural safety redundancy as a design target. The arrangement of dampers is determined according to the drift distribution obtained by performing pushover analysis. A benchmark model is used to illustrate and verify the validity of this design process. The results show that the structural safety redundancy of the structure provided by the viscous dampers increases to approximately twice that of the structure without a damper and is close to the design target. Compared with the existing design methods, the proposed process can estimate the elastic-plastic response of a structure more easily by using static calculation, and determine the required damping ratio more directly without iterative calculation or graphical process. It can be concluded that the proposed process is simple and effective.

• 한국지진공학회논문집
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• 제14권3호
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• pp.1-10
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• 2010

현행의 내진설계의 성능목표는 인명피해를 최소화하기 위한 구조물의 붕괴방지에 있으며 기존구조물의 내진보강도 이를 만족하도록 수행되고 있다. 그러나, 최근의 해외 지진피해사례를 살펴보면 큰 지진에서도 이러한 내진성능목표는 비교적 잘 달성되었지만 엄청난 경제적 손실이 동반되어 새로운 문제점으로 제기되고 있다. 이러한 큰 경제적 손실을 줄이기 위해서는 현행 붕괴방지성능에서 벗어나 구조물의 손상을 제어할 수 있도록 손상확률에 기반하여 내진성능목표를 설정하는 새로운 내진설계개념이 필요하다. 본 연구에서는 다양한 구조적특성을 지닌 교량을 대상으로 하여 비선형지진해석을 수행하여 지진거동특성을 확인하고, 기준손상도에 대한 취약도곡선을 산정하였다. 이로부터 목표손상확률에 따른 교량구조물의 목표연성도의 특성을 분석하였다.