• 한국자동차공학회논문집
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• 제13권5호
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• pp.195-201
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• 2005

In conventional Vehicle Stability Control (VSC) System, a control threshold is designed by average driver characteristics. Despite the stabilizing effort, VSC causes redundancy to an expert driver. An advanced VSC which has flexibility on its control property is proposed in this study. By using lateral velocity estimator, a control threshold is determined on side slip angle and angular velocity phase plane. Vehicle planar motion model based sliding controller is modified with respect to various control thresholds. The performance of the proposed VSC algorithm has been investigated by human-in-the-loop simulation using a vehicle simulator. The simulation results show that the control threshold has to be determined with respect to the driver steering characteristics. A VSC with variable control thresholds would provide an improvement compared to a VSC with a constant threshold.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.298-307
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• 2000

The behavior of a unreinforced cement brick building structure subjected to earthquake loading was experimentally investigated. for this four full size wall specimens were tested under quasi-static in-plane cyclic loading. Experimental observations indicate that the failure modes of unreinforced masonry walls are principally governed by sliding or/and rocking depending on the aspect ration and magnitude of axial loading. Also found was the flexure or shear mode resulting from the degraded strength of brick and/or mortar due to the cyclic loading effect.

• 지질공학
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• 제24권1호
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• pp.137-146
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• 2014

연구지역의 지질은 흑색천매암, 석회암 및 함역천매암과 중생대 관입안인 흑운모화강암과 석영반암으로 구성되어 있다. 이 중 흑색천매암이 분포하는 구간에서 건설 중인 도로 사면에서 절토사면 현황도(face map)를 4월부터 6월까지 3개월간 작성하였으며 이때 탄질슬레이트 분포지 부근을 포함 사면 내에는 3-4개소에서 사면붕괴와 산 정상부에는 최고 3 m의 변위를 보이며 움직이고 있음이 확인 되었다. 사면 붕괴의 원인은 엽리 및 단층 등의 불연속면의 경사방향이 사면의 경사방향과 일치하는 곳에서 붕괴가 발생하였고 탄질 슬레이트는 빗물을 머금을 때 팽창성을 가짐도 붕괴가 일어나는 원인이다. 반면 본 사면의 도로 맞은편 사면에서는 같은 암상 및 지질구조 조건을 가지고 있으나 엽리 및 불연속면들의 경사 방향이 사면의 경사 방향과 반대방향이므로 안정된 사면을 유지하고 있다. 사면의 붕괴가 일어난 곳에서 안정화를 위해 절개 후 복구(cut and cover) 방법으로 도로의 양쪽 사면 사이 도로 상에 터널 구조물을 설치하여 절개식 터널(cut and cover tunnel)을 시공하였으며 시공 후 사면은 안정화 되었다.

• 한국농촌건축학회논문집
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• 제9권2호
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• pp.21-28
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• 2007

This thesis analyzed the uniqueness of a toilet plane structure, centering on a case of Beautiful Public Toilet Construction Project under a project by Chungcheongnam-do and drew a conclusion as followings. Most of public toilets, constructed under a project by Chungcheongnam-do, were located in remains, tourist resorts, parks, and the outskirts of traditional markets. They were constructed at the selected location within an easy access of most user and plane structure was also designed so that the persons, in charge of management and maintenance, and the users could use them without difficulty. But some public toilets didn't establish the handicaps' toilet or made them difficult to sue due to location or size. The plane structure style was various such as a rectangular, stream line, or circle in accordance with location or building size. A circle-styled toilet offered a good view but didn't offer a good access or an effective space for users. In addition, when a handicapped person enters a toilet, he or she has to enter or go out of it through a sliding dor. So a constructor has to make progress of a work in accordance with this point.

• 한국산업융합학회 논문집
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• 제20권2호
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• pp.195-204
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• 2017

Predicting the failure life of automated manufacturing systems can reduce overall downtime, maintenance costs, and total plant operation costs. Therefore, there is a growing interest in fatigue failure mechanisms as the safety or service life assessment of manufacturing systems becomes an important issue. In particular, fretting fatigue is caused by repeated tangential stresses that are generated by friction during small amplitude oscillatory movements or sliding between two surfaces pressed together in intimate contact. Previous studies in fretting fatigue have observed size effects related to contact width such that a critical contact width exists where there is drastic change in the fretting fatigue life. However, most of them are the two-dimensional finite element analyses based on the plane strain assumption. The purpose of this study is to investigate the contact size effects on the three-dimensional finite element model of a finite width of a flat specimen and a cylindrical pad exposed to fretting fatigue. The contact size effects were analyzed by means of the stress and strain averages at the element integration points of three-dimensional finite element model. This study shows that the fretting fatigue life of manufacturing systems can be predicted by three-dimensional finite element analysis based on SWT critical plane model.

• Earthquakes and Structures
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• 제19권6호
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• pp.459-469
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• 2020

An external prestressed steel-bar truss unit was developed as a new strengthening technology to enhance the seismic performance of an in-plane masonry wall structure while taking advantage of the benefits of a prestressed system. The presented method consists of six steel bars: two prestressed vertical bars to introduce a prestressing force on the masonry wall, two diagonal bars to resist shear deformation, and two horizontal bars to maintain the configuration. To evaluate the effects of this new technique, four full-scale specimens, including a control specimen, were tested under combined loadings that included constant-gravity axial loads and cyclic lateral loads. The experimental results were analyzed in terms of the shear strength, initial stiffness, dissipated energy, and strain history. The efficiency of the external prestressed steel-bar truss unit was validated. In particular, a retrofitted specimen with an axial load level of 0.024 exhibited a more stable post behavior and higher energy dissipation than a control specimen with an observed complete sliding failure. The four vertical bars of the adjacent retrofitting units created a virtual column, and their strain values did not change until they reached the peak shear strength. The shear capacity of the masonry wall structure with external prestressed steel-bar truss units could be predicted using the model suggested by Yang et al.

• Structural Engineering and Mechanics
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• 제81권5호
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• pp.591-606
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• 2022

When the friction pendulum system and shear keys work together to resist the ground motion, which inclined inputs (non 45°) to the bridge structure, the shear keys in XY direction will be sheared asynchronously, endowed the friction pendulum system with a violent curvilinear motion on the sliding surface during earthquakes. In view of this situation, firstly, this paper abandons the equivalent linearization model of friction and constructs a Spring-Coulomb friction plane isolation system with XY shear keys, and then makes a detailed mechanical analysis of the movement process of friction pendulum system, next, this paper establishes the mathematical model of structural time history response calculation by using the step-by-step integration method, finally, it compiles the corresponding computer program to realize the numerical calculation. The results show that the calculation method in this paper takes advantage of the characteristic that the friction force is always µmg, and creatively uses the "circle making method" to express the change process of the friction force and resultant force of the friction pendulum system in any calculation time step, which can effectively solve the temporal nonlinear action of the plane friction; Compared with the response obtained by the calculation method in this paper, the peak values of acceleration response and displacement response calculated by the unidirectional calculation model, which used in the traditional research of the friction pendulum system, are smaller, so the unidirectional calculation model is not safe.

• 터널과지하공간
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• 제25권1호
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• pp.76-85
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• 2015

본 연구에서는 암반사면에서 실시간으로 측정된 시간에 대한 변위 자료를 분석하여 암반사면의 잠재적인 파괴시간을 예측하는 소프트웨어를 개발하였다. 소프트웨어는 파괴시간을 추정하기 위한 역속도법, 로그시간-로그속도법, 로그속도-로그가속도법, 비선형최소자승법을 적용하는 네 가지 모듈로 구성되었다. 소프트웨어는 해석모듈 및 GUI의 효율적인 구현을 위하여 VisualBasic.NET 언어를 이용하여 MS Visual Studio 플랫폼에서 제작되었다. 소프트웨어의 기능 및 성능은 기존의 실내 모형사면 실험으로 얻은 변위자료를 사용하여 검토되었으며 지수형 거동을 보이는 활동면에서 실제 파괴시간과 유사한 파괴시간을 예측하였음을 확인하였다.

• 지질공학
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• 제31권3호
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• pp.269-281
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• 2021

Land creeping is the imperceptibly slow, steady, downward movement o f slope-forming soil or rock. Because creep-related failures occur frequently on a large scale without notice, they can be hazardous to both property and human life. Korea Forest Service has operated the prevention and response system from land creeping which has been on the rise since 2018. We categorized and proposed three survey steps (e.g., preliminary, regional, detailed) for investigation of creeping susceptibility site with a focus on geophysical mapping of a selected test site, Yongheung-dong, Pohang, Korea. The combination of geophysical (dipole-dipole electrical resistivity tomography and reciprocal seismic refraction technique, well-logging), geotechnical studies (standard penetrating test, laboratory tests), field mapping (tension cracks, uplift, fault), and comprehensive interpretation of their results provided the reliable information of the subsurface structures including the failure surface. To further investigate the subsurface structure including the sliding zone, we performed high-resolution geophysical mapping in addition to the regional survey. High-resolution seismic velocity structures are employed for stability analysis because they provided more simplified layers of weathering rock, soft rock, and hard rock. Curved slip plane of the land creeping is effectively delineated with a shape of downslope sliding and upward pushing at the apex of high resistive bedrock in high-resolution electrical resistivity model with clay-mineral contents taken into account. Proposed survey steps and comprehensive interpretation schemes of the results from geological, geophysical, and geotechnical data should be effective for data sets collected in a similar environment to land-creeping susceptibility area.

• 지질공학
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• 제12권2호
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• pp.137-150
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• 2002

최근 경상분지 퇴적암 지대에서 절개사면 형성 시, 20$^{\circ}$ 저각 경사의 층리면을 따른 평면파괴 양상이 빈번하게 발생하고 있다. 부산시에서 1999년 발생한 황령산 산사태도 이 범부에 속한다. 현재 황령산사면은 사면구배가 1:2.0으로 재조정 되어 2000년도에 공사가 마무리되었다. 황령산 산사태의 사면파괴형태에 대한 분석을 하기위하여 현장 암반조사 및 시험, 시추, 실내 시험, 항공사진판독, X-선 회절분석, 평사투영법 및 한계평형법을 이용한 사면 안정성 분석등이 실시되었다. 그 결과, 산사태 발생 1년 전부터 인장균열들이 연장 발달하는 것이 확인 되었고, 인장균열은 여러방향의 절리들이 합쳐저 생성된 것으로 생각된다. 파괴암체도 각각 다른 층리면을 따라 붕괴된 것으로 분석되었다. 평사투영법 및 한계평형법을 이용한 안정성 검토결과 활동면으로 작용한 녹회색 응회질 셰일층이 풍화된 경우 평면파괴의 위험성이 있는 것이 확인되었다. 향후 이와 유사한 지역에서 절개사면 건설 시, 박층의 풍화에 약한 층에 대한 세밀한 조사가 필요하며 이에 대한 안정성 분석이 수행되어야 한다.