• 한국철도학회논문집
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• 제18권2호
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• pp.117-126
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• 2015

600km/h급 철도노반 개발은 초고속주행에 의한 동적상호작용의 예측이 어렵기 때문에 기술개발에 애로사항이 많다. 특히 교량/토공 접속부는 동적 상호작용을 포함하여 지지력, 압축, 침하, 배수, 유동 등의 영향 요소가 복합적으로 발생하는 구간으로서 접속부에서의 안정성이 확보된다면 초고속 열차용 토공노반의 안정성도 확보 가능할 것으로 예상된다. 본 논문에서는 초고속철도 접속구조개발의 기초 연구단계로서 국내 고속철도에서 적용하고 있는 접속부의 보강방안을 우선적으로 적용하여 초고속 주행시의 설계변수 영향을 해석적으로 검토하였다. 설계변수는 설계단계에서 검토 가능한 항목인 보강방안의 유무, 기하하적 형상, 재료의 강성 등이며, 분석내용은 초고속주행에 따른 궤도의 변형응답과 주행안정성을 검토하였다.

• 대한전자공학회논문지SD
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• 제49권5호
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• pp.30-36
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• 2012

본 논문은 천이 검출기를 이용하여 아날로그-디지털 변환기(ADC)의 정적 파라미터를 테스트 하는 내장 자체 테스트 방법을 제안한다. 제안하는 방법은 ADC의 정적 테스트에서 가장 널리 사용되는 히스토그램 방법을 대체할 수 있다. 입력되는 테스트 신호는 상향 램프 신호를 사용하며 오프셋, 게인, INL(Integral Non-Linearity), DNL(Differential Non-Linearity)과 같은 정적 파라미터를 테스트 할 수 있다. 제안하는 방법은 실제 테스트 환경에서 랜덤 노이즈에 의해 발생할 수 있는 천이 구간 문제를 해결할 수 있으며, 테스트 스펙으로 주어지는 오차 허용 범위의 다양한 경우에 대해서 효율적으로 테스트를 수행할 수 있다. 실험 결과는 제안하는 방법이 정적 테스트를 올바르게 수행하는 것과, 기존 방법에 비해 하드웨어 오버헤드가 줄어드는 것을 보여준다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1409-1416
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• 2010

It is essential to predict a blasting-induced excavation damage zone (EDZ) beyond the proposed excavation line of a tunnel because the unwanted damage area requires extra support system for tunnel safety. Complicated blasting process which may hinder a proper characterization of the damage zone can be effectively represented by two loading mechanisms. The one is a dynamic impulsive load generating stress waves outwards immediately after detonation. The other is a gas pressure that remains for a relatively long time. Since the gas pressure reopens up the arrested cracks and continues to extend some cracks, it contributes to the final formation of EDZ induced by blasting. This paper presents the simple method to evaluate EDZ induced by gas pressure during blasting in rock. The EDZ is characterized by analyzing crack propagation from the blasthole. To do this, a model of the blasthole with a number of radial cracks of equal length in an infinite elastic plane is considered. In this model, the crack propagation is simulated by using three conditions, the crack propagation criterion, the mass conservation of the gas, and the adiabatic condition. As a result, the stress intensity factor of the crack generally decreases as crack propagates from the blasthole so that the length of the crack is determined. In addition, the effect of rock properties, initial number of cracks, and the adiabatic exponent are investigated.

• Structural Engineering and Mechanics
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• 제57권3호
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• pp.507-528
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• 2016

Reduced beam section (RBS) moment resisting connections are among the most economical and practical rigid steel connections developed in the aftermath of the 1994 Northridge and the 1995 Kobe earthquakes. Although the performance of RBS connection has been widely studied, this connection has not been subject to in the skewed conditions. In this study, the seismic performance of dogbone connection was investigated at different angles. The Commercial ABAQUS software was used to simulate the samples. The numerical results are first compared with experimental results to verify the accuracy. Nonlinear static analysis with von Mises yield criterion materials and the finite elements method were used to analyze the behavior of the samples The selected Hardening Strain of materials at cyclic loading and monotonic loading were kinematics and isotropic respectively The results show that in addition to reverse twisting of columns, change in beam angle relative to the central axis of the column has little impact on hysteresis response of samples. Any increase in the angle, leads to increased non-elastic resistance. As for Weak panel zone, with increase of the angle between the beam and the column, the initial submission will take place at a later time and at a larger rotation angle in the panel zone and this represents reduced amount of perpendicular force exerted on the column flange. In balanced and strong panel zones, with increase in the angle between the beam and the central axis of the column, the reduced beam section (RBS), reaches the failure limit faster and at a lower rotation angle. In connection of skewed beam, balanced panel zone, due to its good performance in disposition of plasticity process away from connection points and high energy absorption, is the best choice for panel zone. The ratio of maximum moment developed on the column was found to be within 0.84 to 1 plastic anchor point, which shows prevention of brittle fracture in connections.

• Structural Engineering and Mechanics
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• 제6권2호
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• pp.125-141
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• 1998

Recent test results of steel moment connections repaired with a haunch on the bottom side of the beam have been shown to be a very promising solution to enhancing the seismic performance of steel moment-resisting frames. Yet, little is known about the effects of using such a repair scheme on the global seismic response of structures. When haunches are incorporated in a steel moment frame, the response prediction is complicated by the presence of "dual" panel zones. To investigate the effects of a repair on seismic performance, a case study was conducted for a 13-story steel frame damaged during the 1994 Northridge earthquake. It was assumed that only those locations with reported damage would be repaired with haunches. A new analytical modeling technique for the dual panel zone developed by the author was incorporated in the analysis. Modeling the dual panel zone was among the most significant consideration in the analyses. Both the inelastic static and dynamic analyses did not indicate detrimental side effects resulting from the repair. As a result of the increased strength in dual panel zones, yielding in these locations were eliminated and larger plastic rotation demand occurred in the beams next to the shallow end of the haunches. Nevertheless, the beam plastic rotation demand produced by the Sylmar record of 1994 Northridge earthquake was still limited to 0.017 radians. The repair resulted in a minor increase in earthquake energy input. In the original structure, the panel zones should dissipate about 80% (for the Oxnard record) and 70% (for the Sylmar record) of the absorbed energy, assuming no brittle failure of moment connections. After repair, the energy dissipated in the panel zones and beams were about equal.

• 한국토양비료학회지
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• 제29권4호
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• pp.403-410
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• 1996

우분뇨와 왕겨혼합물(2:1, v/v)의 효과적인 부속방법과 퇴비화를 위해 야적식과 간헐통기 퇴석방식으로 비닐하우스 조건에서 10주일간 부숙시키면서 퇴비화 과정 중의 온도변화와 희비재료의 이화학적 환경변화 등을 조사하였다. 퇴비재료의 pH변화는 부숙초기인 1-2주경에는 8.9수준으로 상승하였다가 그 이후 중성부근으로 떨어졌으며, 4주이후부터 정치식보다 간헐통기 퇴적방식에서 빠른 안정화를 보였다. 간헐통기 최적과 정치식에서 퇴비재료의 주발효(고온발효)는 부숙개시 후 3주일과 6주일내에 끝났으며 주발효 온도에 도달도 간헐통기 퇴적방식에서 빨랐다. T-C와 잔존유기물 양의 감소는 비슷한 경향을 보였으며 T-C의 경우 간헐통기 퇴적방식이 정치방식에 비해 감소가 빨랐고, 잔존유기물의 양도 부숙의 진전에 따라 간헐통기방식에서 잔존량이 더 적고 부숙개시 후 6주부터는 정치방식과 9%정도의 차이를 나타냈다. T-N은 두 방식간에 차이가 뚜렷하여 정치식은 부숙에 따라서 점점 증가되다가 6주이후에는 2.3%수준을 유지하였고, 간헐통기방식은 분해초기에 급격한 감소를 보이나 7주 이후에는 1.8%수준을 유지되었다. C/N비의 경우는 두 방식간에 차이를 보이면서 완만히 감소되는데 6주일 후에는 안정화되어 정치식과 간헐통기 퇴적방식에서 각각 17과 21수준을 보였다. 조회분과 일반 무기성분의 함량변화는 전반적으로 부숙과 함께 증가되는 경향이며 간헐통기 퇴적방식에서 이들의 함량이 높아졌다. 본 실험에서 얻어진 결과는 비닐하우스에서 우분뇨 퇴비재료를 강제간헐통기 퇴적방식으로 퇴비화함으로서 부숙(퇴비화)기간을 단축시킬 수 있었다.

• Journal of Advanced Marine Engineering and Technology
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• 제32권8호
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• pp.1231-1239
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• 2008

The characteristics of flow on unventilated dual jets was experimentally investigated. The two nozzles each with an aspect ratio of 20 were separated by 6 nozzle widths. Reynolds number based on nozzle width was set to 5,000 by nozzle exit velocity. All measurements were made over a range of nozzle-to-nozzle angles from $0^{\circ}$ to $25^{\circ}$. The particle image velocimetry and pressure transducer were employed to measure turbulent velocity components and mean static pressure, respectively. It was shown that a recirculation zone with sub-atmospheric static pressure was bounded by the inner shear layers of the individual jets and the nozzles plated. As nozzle-to-nozzle inclined angles were decreased, it was found that the spanwise turbulent intensity is greater than the streamwise turbulent intensity in the merging region. In the combined region, the velocity of dual jets agree well with that of single jet, but the turbulence intensity of dual jets not agree with that of single jet.

• 한국기계가공학회지
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• 제19권4호
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• pp.45-51
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• 2020

In this study, a response spectrum analysis of an electric distributing board (EDB) was conducted to investigate seismic integrity in the design stage. For the seismic analysis, the required response spectra of a safe shutdown earthquake with 2% damping (RRS/SSE-2%) specified in GR-63-CORE Zone 4 was used as the ground spectral acceleration input. A finite element method modal analysis of the EDB was also performed to examine the occurrence of resonance within the frequency range of the earthquake response spectrum. Furthermore, static stress caused by deadweight was analyzed. The resultant total maximum stress of the EDB structure was calculated by adding the maximum stresses from both seismic and static loads using the square root of the sum of the squares (SRSS) method. Finally, the structural safety of the EDB was investigated by comparing the resultant total maximum stress with the allowable stress.

• Structural Engineering and Mechanics
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• 제37권2호
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• pp.197-213
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• 2011

Concrete is a heterogeneous material exhibiting quasi-brittle behaviour. While homogenization of concrete is commonly accepted in general engineering applications, a detailed description of the material heterogeneity using a mesoscale model becomes desirable and even necessary for problems where drastic spatial and time variation of the stress and strain is involved, for example in the analysis of local damages under impact, shock or blast load. A mesoscale model can also assist in an investigation into the underlying mechanisms affecting the bulk material behaviour under various stress conditions. Extending from existing mesoscale model studies, where use is often made of specialized codes with limited capability in the material description and numerical solutions, this paper presents a mesoscale computational model developed under a general-purpose finite element environment. The aim is to facilitate the utilization of sophisticated material descriptions (e.g., pressure and rate dependency) and advanced numerical solvers to suit a broad range of applications, including high impulsive dynamic analysis. The whole procedure encompasses a module for the generation of concrete mesoscale structure; a process for the generation of the FE mesh, considering two alternative schemes for the interface transition zone (ITZ); and the nonlinear analysis of the mesoscale FE model with an explicit time integration approach. The development of the model and various associated computational considerations are discussed in this paper (Part 1). Further numerical studies using the mesoscale model for both quasi-static and dynamic loadings will be presented in the companion paper (Part 2).

• Structural Engineering and Mechanics
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• 제33권6호
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• pp.765-779
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• 2009

Quantitative condition assessment of structures has been traditionally using proof load test leading to an indication of the load-carrying capacity. Alternative approaches using ultrasonic, dynamics etc. are based on the unloaded state of the structure and anomalies may not be fully mobilized in the load resisting path and thus their effects are not fully included in the measured responses. This paper studies the effect of the load carried by a reinforced concrete beam on the assessment result of the crack damage. This assessment can only be performed with an approach based on static measurement. The crack damage is modelled as a crack zone over an area of high tensile stress of the member, and it is represented by a damage function for the simulation study. An existing nonlinear optimization algorithm is adopted. The identified damage extent from a selected high level load and a low load level are compared, and it is concluded that accurate assessment can only be obtained at a load level close to the one that creates the damage.