• Computers and Concrete
• /
• 제29권2호
• /
• pp.69-79
• /
• 2022

For long underground box utility tunnels, post-tensioned precast concrete is often used. Between precast tunnel segments, sealed waterproof flexible joints are often specified. Fault displacement can lead to excessive deformation of the joints, which can lead to reduction in waterproofing due to diminished contact pressure between the sealant strip and the tunnel segment. This paper authenticates utilization of a finite element model for a prefabricated tunnel fault-crossing founded on ABAQUS software. In addition, material parameter selection, contact setting and boundary condition are reviewed. Analyzed under normal fault action are: the influence of fault displacement; buried depth; soil friction coefficient, and angle of crossing at the fault plane. In addition, distribution characteristics of the utility tunnel structure for vertical and longitudinal/horizontal relative displacement at segmented interface for the top and bottom slab are analyzed. It is found that the effect of increase in fault displacement on the splice joint deformation is significant, whereas the effects of changes in burial depth, pipe-soil friction coefficient and fault-crossing angle on the overall tunnel and joint deformations were not so significant.

• 전자공학회논문지C
• /
• 제35C권4호
• /
• pp.1-10
• /
• 1998

Partitioning problem of large combinational logic has been studied in real world. Most of logic include undectable faults from the structure of it's redundant, fan-out-reconvergent, and symetrical feature. BPT algorithm is proposed to enhance the fault voverage for combinational logic partitioning. This algorithm partitions the logic by cut the lines related to undetectable structure when seperating. Controllability and observability are considered in the process of partitioning. This algorithm is evaluated effective by testing ISCAS85 circuits.

• Nuclear Engineering and Technology
• /
• 제37권2호
• /
• pp.191-200
• /
• 2005

Shaking table tests of the seismic behavior of a steel frame structure model were performed. The purpose of these tests was to estimate the effects of a near-fault ground motion and a scenario earthquake based on a probabilistic seismic hazard analysis for nuclear power plant structures. Three representative kinds of earthquake ground motions were used for the input motions: the design earthquake ground motion for the Korean nuclear power plants, the scenario earthquakes for Korean nuclear power plant sites, and the near-fault earthquake record from the Chi-Chi earthquake. The probability-based scenario earthquakes were developed for the Korean nuclear power plant sites using the PSHA data. A 4-story steel frame structure was fabricated to perform the tests. Test results showed that the high frequency ground motions of the scenario earthquake did not damage the structure at the nuclear power plant site; however, the ground motions had a serious effect on the equipment installed on the high floors of the building. This shows that the design earthquake is not conservative enough to demonstrate the actual danger to safety related nuclear power plant equipment.

• 자원환경지질
• /
• 제41권4호
• /
• pp.465-468
• /
• 2008

경상분지 남부의 함안-의령 일대에서 확인되는 서북서 방향의 선상구조를 중심으로 반원상의 지형구조가 이 선상구조를 중심으로 남측지괴와 북측지괴에 각각 발달하고 있다. 이틀을 우향으로 약 750m 이동하면 하나의 환상구조로 복원된다. 따라서 이 서북서 방향의 선상구조는 환상구조가 생겨난 이후 좌향의 전단운동을 겪은 단층으로 해석된다. 그리고 북북서 방향으로 달리는 산릉이 이 단층에 전하면서 반시계방향으로 끌림습곡을 보이는 양상 또한 좌향의 이동을 지시한다.

• Earthquakes and Structures
• /
• 제10권5호
• /
• pp.1213-1232
• /
• 2016

This paper investigates the response of nonstructural components in the presence of nonlinear behavior of the primary structure considering the near-fault pulse-like ground motions. A database of 81 near-fault pulse-like ground motions is used to examine the effect of these ground motions on the response of nonstructural components. For comparison, a database of 573 non-pulse-like ground motions selected from the PEER database is also employed. The effects of peak ground velocity (PGV), maximum incremental velocity (MIV), primary structural degrading behavior and damping of nonstructural components are evaluated and discussed statistically. Results are presented in terms of amplification factor which quantifies the effect of inelastic deformations of the primary structure on subsystem responses. The results indicate that the near-fault pulse-like ground motions can significantly increase the amplification factors of nonstructural components with primary structural period and the magnitude of increase can reach 17%. The effect of PGV and MIV on amplification factors tends to increase with the increase of primary structural ductility. The near-fault pulse-like ground motions are more dangerous to components supported by structures with strength and stiffness degrading behavior than ordinary ground motions. A new simplified formulation is proposed for the application of amplification factors for design of nonstructural components for near-fault pulse-like ground motions.

• 한국정보과학회논문지:소프트웨어및응용
• /
• 제32권12호
• /
• pp.1178-1191
• /
• 2005

본 논문은 NuSCR 정형 명세 언어로 작성된 소프트웨어 요구 명세로부터 소프트웨어 고장 수목을 생성하는 방법에 대하여 제안하였다 본 연구에서 제안하는 소프트웨어 고장 수목은 소프트웨어의 구조와 동작에 대한 요구 사항을 반영하는 통합된 형태의 고장 수목으로, 안전성에 대한 복합적인 분석이 가능하다. 이러한 소프트웨어 고장 수목을 생성하기 위하여 NuSCR 정형 명세언어의 구성 요소 각각에 대한 템플릿을 정의하고, 이들 템플릿을 사용하여 소프트웨어 고장 수목을 생성하는 방법을 제안하였다. 그리고, 제안된 방법의 유용성을 평가하기 위해 현재 국내 원전계측제어시스템 개발사업단에서 개발 중인 차세대 원자력 시스템 APR1400에 사용될 원자로 보호 시스템의 핵심 트립 논리에 대하여 고장 수목을 생성하고 분석 하였다.

• Structural Engineering and Mechanics
• /
• 제85권3호
• /
• pp.381-391
• /
• 2023

The seismic performance of the tall building equipped with a tuned mass damper (TMD) considering soil-structure interaction (SSI) effects is well studied in the literature. However, these studies are performed on the nominal model of the seismic-excited structural system with SSI. Hence, the outcomes of the studies may not valid for the actual structural system. To address the study gap, the reliability theory as a useful and powerful method is utilized in the paper. The present study aims to carry out reliability analyses on tall buildings equipped with TMD under near-field pulse-like (NFPL) ground motions considering SSI effects using a subset simulation (SS) method. In the presence of uncertainties of the structural model, TMD device, foundation, soil, and near-field pulse-like ground motions, the numerical studies are performed on a benchmark 40-story building and the failure probabilities of the structures with and without TMD are evaluated. Three types of soils (dense, medium, and soft soils), different earthquake magnitudes (M_w = 7,0. 7,25. 7,5 ), different nearest fault distances (r = 5. 10 and 15 km), and three seismic performance levels of immediate occupancy (IO), life safety (LS), and collapse prevention (CP) are considered in this study. The results show that tall buildings built near faults and on soft soils are more affected by uncertainties of the structural and ground motion models. Hence, ignoring these uncertainties may result in an inaccurate estimation of the maximum seismic responses. Also, it is found the TMD is not able to reduce the failure probabilities of the structure in the IO seismic performance level, especially for high earthquake magnitudes and structures built near the fault. However, TMD is significantly effective in the reduction of failure probability for the LS and CP performance levels. For weak earthquakes and long fault distances, the failure probabilities of both structures with and without TMD are near zero, and the efficiency of the TMD in the reduction of failure probabilities is reduced by increasing earthquake magnitudes and the reduction of fault distance. As soil softness increases, the failure probability of structures both with and without TMD often increases, especially for severe near-fault earthquake motion.

• 산업공학
• /
• 제6권2호
• /
• pp.67-78
• /
• 1993

In this paper, we deal with the application of the fuzzy sets theory to evaluate and estimate the system reliability under the fault tree analysis. We formulate the uncertainty of component reliability to fuzzy sets, and propose a procedure for obtaining the system reliability in case the system structure is described by fault tree. An importance measure of each component is proposed. Computer program for fuzzy fault tree analysis(FFTA) is developed using C language to obtain the system reliability and the component‘s fuzzy importance.

• 지질공학
• /
• 제7권1호
• /
• pp.81-90
• /
• 1997

한국의 역사 문헌에 의하면 파괴적인 피해를 동반한 대지진들이 1-8 세기와 16-17 세기에 주로 경주와 울산 부근에서 발생했다. 울산단층 동부 지역에서의 선구조선들의 분포를 NNE-SSW, NE-SW, NS 성분이 우세하게 나타나며 울산단층은 중북부에서 세 방향으로 분기하는 단층계를 형성한다고 보여진다. 울산단층은 중북부에서의 트렌치 조사에 의하면 본 단층은 마지막 빙기 (약 25,000 B.P)동안의 심한 결빙작용으로 나타나 엽리구조를 포함하는 사면 퇴적물을 절단하고 있으며 트러스트 성분의 단층운동이 2회 발생한 흔적을 보인다. 야외 노두와 트렌치 조사에 의하면 울산 단층은 제 4 기 후기 이후에도 여러회 활동한 단층으로 추정된다.

• Journal of Advanced Marine Engineering and Technology
• /
• 제37권5호
• /
• pp.520-526
• /
• 2013

전력설비 용량의 증가와 기술의 진보에 따라 회전기가 대용량, 고전압화 되고 있다. 그러므로 발전기 고장예방을 위한 진단시스템의 필요성이 점차 증대되고 있다. 따라서 본 논문에서는 동기발전기 불시 정지 사고에 따른 피해를 예방할 수 있는 고장진단 시스템을 개발하였다. 고장진단 시스템을 검증하기 위해 실제 동기발전기와 권선구조가 같은 소규모의 시험장비를 제작하였다. 또한 회전자권선의 단락을 진단하기 위해 홀센서와 검출시스템을 구성하여 정상상태 뿐 아니라 회전자권선 단락 등 다양한 고장상태에 대한 공극자속파형을 검출하였다.