• Earthquakes and Structures
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• 제10권5호
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• pp.1233-1251
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• 2016

In this paper, it is aimed to determine the stochastic response of a suspension bridge subjected to spatially varying ground motions considering the geometric nonlinearity. Bosphorus Suspension Bridge built in Turkey and connects Europe to Asia in Istanbul is selected as a numerical example. The spatial variability of the ground motion is considered with the incoherence, wave-passage and site-response effects. The importance of site-response effect which arises from the difference in the local soil conditions at different support points of the structure is also investigated. At the end of the study, mean of the maximum and variance response values obtained from the spatially varying ground motions are compared with those of the specialised cases of the ground motion model. It is seen that each component of the spatially varying ground motion model has important effects on the dynamic behaviour of the bridge. The response values obtained from the general excitation case, which also includes the site-response effect causes larger response values than those of the homogeneous soil condition cases. The variance values calculated for the general excitation case are dominated by dynamic component at the deck and Asian side tower. The response values obtained for the site-response effect alone are larger than the response values obtained for the incoherence and wave-passage effects, separately. It can be concluded that suspension bridges are sensitive to the spatial variability of ground motion. Therefore, the incoherence, the wave-passage and especially the site-response effects should be considered in the stochastic analysis of this type of engineering structures.

• 논리연구
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• 제22권2호
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• pp.309-332
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• 2019

강진호는 강진호(2017)에서 취소된 서술 행위 개념을 이용하여 프레게-기치 문제를 해결하려는 행크스의 시도를 설득력 있게 비판하였다. 행크스는 솜즈의 서술 행위 개념이 정합적이지 않다고 비판하는데, 그의 논증이 성공적이라면 행크스의 취소된 서술 행위 개념도 비정합성에 직면한다는 것이다. 필자는 강진호의 비판이 설득력 있다고 생각하며, 행크스의 대응도 불만족스럽다고 생각한다. 그러나 필자가 보기에 행크스는 강진호의 비판을 극복할 수 있다. 본 논문에서 필자는 행크스 이론에 담긴 개념적 자원을 이용하여 강진호의 비판을 극복하는 방식으로 행크스의 이론을 재구성한다. 특히, 취소 맥락에서 수행된 서술 행위 사례가 진리치를 결여할지라도 그것이 속한 유형으로 표적이동을 야기하기 때문에 최종적인 서술 행위는 해당 유형의 진리치로부터 합성적으로 설명된다는 것이 핵심적인 아이디어이다. 비록 행크스 자신이 취소된 서술 행위와 표적 이동에 관해 불명확하고 때로는 혼란스러운 언급을 하지만, 그는 이를 통해 프레게-기치 문제를 성공적으로 해결할 수 있다. 이 과정에서 행크스의 표기법이 지닌 문제도 드러날 것이다.

• Structural Engineering and Mechanics
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• 제70권2호
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• pp.143-152
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• 2019

In this study, stochastic responses of a cable-stayed bridge subjected to the spatially varying earthquake ground motion are investigated for variable local soil cases and wave velocities. Quincy Bay-view cable-stayed bridge built on the Mississippi River in Illinois, USA selected as a numerical example. The bridge is composed of two H-shaped concrete towers, double plane fan type cables and a composite concrete-steel girder deck. The spatial variability of the ground motion is considered with the coherency function, which is represented by the components of incoherence, wave-passage and site-response effects. The incoherence effect is investigated by considering Harichandran and Vanmarcke model, the site-response effect is outlined by using hard, medium and soft soil types, and the wave-passage effect is taken into account by using 1000, 600 and 200 m/s wave velocities for the hard, medium and soft soils, respectively. Mean of maximum response values obtained from the analyses are compared with those of the specific cases of the ground motion model. It is concluded that the obtained results from the bridge model increase as the differences between local soil conditions cases of the bridge supports change from firm to soft. Moreover, the variation of the wave velocity has important effects on the responses of the deck and towers as compared with those of the travelling constant wave velocity case. In addition, the variability of the ground motions should be considered in the analysis of long span cable-stayed bridges to obtain more accurate results in calculating the bridge responses.

• Structural Engineering and Mechanics
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• 제31권6호
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• pp.639-662
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• 2009

A comprehensive investigation of the stochastic response of an isolated cable-stayed bridge subjected to spatially varying earthquake ground motion is performed. In this study, the Jindo Bridge built in South Korea is chosen as a numerical example. The bridge deck is assumed to be continuous from one end to the other end. The vertical movement of the stiffening girder is restrained and freedom of rotational movement on the transverse axis is provided for all piers and abutments. The longitudinal restraint is provided at the mainland pier. The A-frame towers are fixed at the base. To implement the base isolation procedure, the double concave friction pendulum bearings are placed at each of the four support points of the deck. Thus, the deck of the cable-stayed bridge is isolated from the towers using the double concave friction pendulum bearings which are sliding devices that utilize two spherical concave surfaces. The spatially varying earthquake ground motion is characterized by the incoherence and wave-passage effects. Mean of maximum response values obtained from the spatially varying earthquake ground motion case are compared for the isolated and non-isolated bridge models. It is pointed out that the base isolation of the considered cable-stayed bridge model subjected to the spatially varying earthquake ground motion significantly underestimates the deck and the tower responses.

• 대한전자공학회논문지SD
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• 제40권3호
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• pp.10-18
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• 2003

본 논문에서는 마흐-젠더 간섭계에서 진행파의 위상정보와 직교 편광을 이용하여 광학적 암호화 시스템을 제안하였다. 두 개의 서로 직교편광의 가간섭성에 의해 간섭현상이 제거되기 때문에 복호 영상이 안정하다. 암호화 과정에서는 원 영상이 수직편광과 수평편광간의 상대적인 위상차에 의해 랜덤한 편광상태를 가지는 영상으로 암호화 된다. 따라서 랜덤한 편광분포로부터 원 영상의 정보를 알 수 없다. 영상을 복호화하기 위해서는 암호화된 영상의 랜덤한 편광분포를 서로 직교하는 두 성분으로 나누고 키영상을 간섭계에 수직 경로에 위치시킨다. 복호 영상은 검광기를 사용하여 세기형태로 재생하였다.

• Computers and Concrete
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• 제9권3호
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• pp.195-213
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• 2012

This paper presents the investigation of the stochastic responses of seismically isolated bridges subjected to spatially varying earthquake ground motions including incoherence, wave-passage and site-response effects. The incoherence effect is examined by considering Harichandran and Vanmarcke coherency model. The effect of the wave-passage is dealt with various wave velocities in the response analysis. Homogeneous firm, medium and soft soil conditions are selected for considering the site-response effect where the bridge supports are constructed. The ground motion is described by filtered white noise and applied to each support points. For seismic isolation of the bridge, single and double concave friction pendulum bearings are used. Due to presence of friction on the concave surfaces of the isolation systems, the equation of motion of is non-linear. The non-linear equation of motion is solved by using equivalent linearization technique of non-linear stochastic analyses. Solutions obtained from the stochastic analyses of non-isolated and isolated bridges to spatially varying earthquake ground motions compared with each other for the special cases of the ground motion model. It is concluded that friction pendulum systems having single and double concave surfaces have important effects on the stochastic responses of bridges to spatially varying earthquake ground motions.

• Structural Engineering and Mechanics
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• 제33권4호
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• pp.407-428
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• 2009

The effects of the uniform and spatially varying ground motions on the stochastic response of fluid-structure interaction system during an earthquake are investigated by using the displacement based fluid finite elements in this paper. For this purpose, variable-number-nodes two-dimensional fluid finite elements based on the Lagrangian approach is programmed in FORTRAN language and incorporated into a general-purpose computer program SVEM, which is used for stochastic dynamic analysis of solid systems under spatially varying earthquake ground motion. The spatially varying earthquake ground motion model includes wave-passage, incoherence and site-response effects. The effect of the wave-passage is considered by using various wave velocities. The incoherence effect is examined by considering the Harichandran-Vanmarcke and Luco-Wong coherency models. Homogeneous medium and firm soil types are selected for considering the site-response effect where the foundation supports are constructed. A concrete gravity dam is selected for numerical example. The S16E component recorded at Pacoima dam during the San Fernando Earthquake in 1971 is used as a ground motion. Three different analysis cases are considered for spatially varying ground motion. Displacements, stresses and hydrodynamic pressures occurring on the upstream face of the dam are calculated for each case and compare with those of uniform ground motion. It is concluded that spatially varying earthquake ground motions have important effects on the stochastic response of fluid-structure interaction systems.

• 한국통신학회논문지
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• 제42권1호
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• pp.25-30
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• 2017

밀리미터 대역은 매우 넓은 대역폭을 활용할 수 있어 5G 시스템의 데이터 전송률을 높일 핵심 요소로 기대되고 있다. 해당 대역은 경로 감쇄가 심한 특성을 갖지만, 짧은 파장 덕분에 크지 않은 공간에 매우 많은 안테나를 배치할 수 있어 경로 감쇄를 상쇄할 수 있다. 이처럼 많은 안테나를 활용하는 채널을 기존의 기법으로 추정하기 위해서는 큰 오버헤드가 발생해, 짧은 시간에 트레이닝을 수행하는 채널 추정 기법이 요구된다. 밀리미터파 채널은 매우 적은 수의 유효 경로가 존재하는 특징을 갖기에 적은 수의 관찰 값으로부터 희소 신호를 검출하는 압축센싱 기법의 활용이 효과적일 것으로 기대된다. 본 논문에서는 밀리미터파 채널 추정을 위한 압축 센싱 기법을 소개한다. 첫째로, 지연 확산이 존재하는 다중 경로 채널 추정을 표준적인 압축 센싱 문제로 변환하는 방식을 제시한다. 또한 압축 센싱을 통해 채널 추정을 수행하기 위해서는 좋은 특성을 갖는 검출 행렬을 생성하는 것이 중요하기에, 양자화된 phase shifter로 임의 발생시킨 검출 행렬의 mutual incoherence 특성을 수치적으로 분석한다.

• 한국지진공학회논문집
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• 제9권2호통권42호
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• pp.47-58
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• 2005

이산폰툰형 부유식교량의 시간영역 지진응답해석을 지진파의 공간분포를 고려하여 수행하였다. 지반운동의 공간변화는 파의 통과 영향, 엇결성 뎡향 및 국부지반 영향을 반영하는 결맞음 함수 모델로 고려하였다. 부유식 교량의 상부구조는 공간뼈대요소와 탄성현수케이블요소를 이용하여 모델링 하였고, FHWA 가이드라인의 스프링 모델을 사용하여 교대의 지반 구조물 상호작용에 대한 영향을 고려하엿으며, 경계요소법으로 산정한 폰툰 동수력계수의 주파수 의종성을 고려하기 위해서 시간지연함수를 사용하였다. 지반운동의 공간변화를 고려한 다중지점 지진입력을 교량의 양단에 도입하였고 응답의 시간이력을 동시 가진 시와 비교하였다. 장주기의 동적특성을 갖는 이산폰툰형 부유식 교량의 지진응답 해석에서 지반운동의 공간분포를 고려할 경우에 주몰할만한 응답의 증폭이 나타날 수 있음을 확인하였다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.97-104
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• 2000

Evaluating a Review-Level Ground Motion is a key to efficiently perform Seismic Margin Assessment of nuclear power plants whose purpose is to determine a ground motion level for which a plant has high-confidence-of-a-low-probability of seismic-induced core damage and to identify any weaker-link components. In this study a method to obtain RLGMs is reviewed which is recommended by Electric Power Research Institute and implemented to be applied to Limerick site in eastern and central U. S as a case study. This method provides reasonable and site-specific RLGMs as minimum required plant HCLPF for SMA that meet a target mean seismic core-damage frequency based on seismic hazard results and generic values of uncertainty and randomness parameters of the core-damage fragility curves. In addition high-frequency RLGM is justifiably modified to reflect the increased seismic capacity of high-frequency components and spatial variation and incoherence of input ground motion on a basemat of large structures by establishing a method to obtain high0-frequency reduction factors according to EPRI guidelines.