• 한국지반공학회논문집
• /
• 제20권2호
• /
• pp.87-96
• /
• 2004

쏘일네일링 공법은 도심지 지하굴착 공사에 있어, 지중매설물이 인접하여 존재하거나 대지경계선 등의 준수 등 시공조건에 따라서 설치네일의 길이가 제한되는 경우 및 연약한 지반조건으로 구성된 사면을 보강할 경우 등과 같은 벽체변위 및 지표침하 억제와 안정성 증대 등을 위하여, 지반앵커공법(ground anchor system)과 유사한 프리텐션 방식의 도입이 필요한 실정이다. 지반앵커공법과 유사한 프리텐션(pretension) 방식의 쏘일네일링 공법을 도입하게 될 경우, 프리텐션 하중에 의해 네일 두부에 부착된 지압판 등은 전면벽체에 수동토압을 유발시키게 되므로, 일반 보일네일링 벽체에서 발생하는 주동토압을 어느 정도 경감시킬 수 있을 것으로 기대되며, 아울러 단계별 굴착시 발생하는 변위를 최소화할 수 있을 것으로 예상된다. 따라서, 본 연구에서는 단계별 굴착시 유발되는 벽체변위 및 침하량 등을 억제하기 위한 노력의 일환으로, 프리텐션 보일네일링 시스템을 개발하였다. 또한 본 연구에서는 실내모형실험을 토대로 프리텐션 쏘일네일링 벽체의 거동특성 및 발휘되는 토압 등을 정량적으로 분석하여 프리텐션 효과에 따른 쏘일네일링 벽체의 파괴유형을 규명하였다. 아울러, 프리텐션 효과가 쏘일네일링 벽체 안정성에 미치는 영향을 검토하여, 향후 예상되는 프리텐션 효과에 따른 수평토압 감소 및 주면마찰력 증가등의 지반-네일 상호작용을 고려한 해석기법개발에 필요한 기초적인 자료를 제시하고자 한다.

• 공학교육연구
• /
• 제15권5호
• /
• pp.14-18
• /
• 2012

Shu-gyo-ryoku, a program to enhance students' academic and career skills, was begun in the academic year 2011. Under the new program, "Career Planning" and "Career Design" were introduced as part of the liberal arts education for incoming freshmen. Approximately 500 students majoring in engineering enrolled in "Career Planning" in which they study a "curriculum map" and how it relates to their future fields of employment. The curriculum map illustrates the connections between classes and increases students'understanding of the curriculum structure. In small groups, students discussed the curriculum in order to develop sketches of their career paths. In addition, students answered a career anchor test and though several communicative activities, improved their communication skills. A portfolio system was built into the university network to record the learning history of each student. Students are able to check their learning histories and reflect on the change in themselves during their academic careers.

• Wind and Structures
• /
• 제31권5호
• /
• pp.381-392
• /
• 2020

Despite that the failure of sign structure may not have disastrous consequence, its sheer number still ensures the need for rigorous safety standard to regulate their maintenance and construction. During its service life, a sign structure is subject to extensive wind load, sometimes well over its permissible design load. A fragility analysis of a sign structure offers a tool for rational decision making and safety evaluation by using a probabilistic framework to consider the various sources of uncertainty that affect its performance. Wind fragility analysis was used to determine the performance of sign structure based on the performance of its connection components. In this study, basic wind fragility concepts and data required to support the fragility analysis of the sign structure such as sign panel's parameters, connection component's parameters, as well as wind load parameters were presented. Fragility and compound fragility analysis showed disparity between connection component. Additionally, reinforcement of the connection system was introduced as an example of the utilization of wind fragility results in the retrofit decision making.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 지반공학 공동 학술발표회
• /
• pp.49-83
• /
• 2005

ESCP Project showed an urban excavation case and introduced design method for case of Soil-Structure behavior in urban excavation. In this case, a retaining structures design to analysis the behavior of retaining wall and adjacent structures in urban excavations was applied by using a Elasto-plastic beam and limit Equilibrium analysis and soil-structure interaction analysis. Reliable design of earth retaining structures and the ground adjacent to braced wall in urban excavation are often difficult due to many variable factors. The ground settlement and the damage of adjacent structures in urban excavation has been an imprtant issue. Therefore, the stability of the adjacent structures must be secured with the excavation support and research on the protection of adjacent structure is necessary.

• 한국시뮬레이션학회논문지
• /
• 제13권3호
• /
• pp.31-41
• /
• 2004

In this paper, we consider the strategy of Universal Mobile Telecommunication System (UMTS) and Wireless Local Area Network (WLAN) internetworking that provide the seamless vertical handover for mobile nodes. We propose Mobility Anchor Points (MAP) based UMTS/WLAN internetworking architecture to support the vertical handover. Also, on integrated UMTS/WLAN networks, we propose a vertical handover scheme that avoids the call blocking caused by the network resource shortage. We provide the numerical analysis to investigate the performance evaluation to the proposed scheme and compare the proposed scheme with the existing scheme.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
• /
• pp.660-670
• /
• 2009

Neighboring construction becomes mainstream of Ground excavation in downtown area. This causes the displacement, deformation, stress condition, etc of the ground surroundings. Therefore Neighboring construction have an effect on Neighboring structure. All these years a lot of Neighboring construction carried out, and the accumulation of technology also get accomplished. But earth retaining structure collapse happens yet. Types of earth retaining structure collapse are 12. 1. Failure of anchor or strut system, 2. Insufficiency of penetration, 3. H-pile Failure on excessive bending moment, 4. Slope sliding failure, 5. Excessive settlement of the back, 6. Deflection of H-pile, 7. Joint failure of coupled H-pile, 8. Rock failure when H-pile penetration is rock mass, 9. Plane arrangement of support systems are mechanically weak, 10. Boiling, 11. Heaving, 12. Over excavation. But field collapses are difficult for classification according to the type, because collapse process are complex with various types. When we consider the 12 collapse field, insufficient recognition of ground condition is 4 case. Thorough construction management prevents from fault construction. For limitations of soil survey, It is difficult to estimate ground condition exactly. Therefore, it should estimate the safety of earth retaining system, plan for necessary reinforcement, according to measurement and observation continuously.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 지반공학 공동 학술발표회
• /
• pp.320-329
• /
• 2005

The use of diverse methods for the retaining system has been continuously increased in order to maintain the stability during excavation. However, ground anchor system occasionally may have the restriction in urban excavation sites nearby the existing structures because of space limitation. In this case, soil nailing system with relatively short length of nails could be efficiently useful as an alternative method. The general soil nailing support system, however, may result in excessive deformations particularly in excavating the zone of weak soils or nearby the existing structures. Therefore, applying the pretension force to the soil nails then could play important roles to reduce deformations mainly in an upper part of the nailed-soil excavation system as well as to improve the local slope stability. In this study, a newly modified soil nailing technology named as the PSN(Pretention Soil Nailing) is developed to reduce both facing displacements and ground surface settlements during top-down excavation process as well as to increase the global slope stability. Up to now, the PSN system has been investigated mainly focusing on an establishment of the design procedure. In the present study, the field tests including pull-out tests were fulfilled to investigate the behavior of characteristics for PSN system. All results of tests were also analyzed to provide a fundamental and efficient design.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2004년도 학술대회지
• /
• pp.108-113
• /
• 2004

Marinas are often located in prime port side locations. hi Korea these locations are already developed and reclamation of the existing properties poses many difficulties and financial overhead. Also, to develop a standard marina in Korea with tide ranges up to 6 meters would require considerable dredging and reclamation works needing long lead times and large SOC costs. The Ocean Space's floating marina system is an independent offshore floating static level system that does not require fixed location breakwaters. The entire marina floats with the tide giving a calm consistent berthing condition for vessels irrespective of the surrounding tide and weather conditions. The floating marina system provides also for all of functions needed to marina comprising a breakwater to protect the vessels, the pontoon system to house the vessels, a dub house and retail tourism precinct, fuel reservoir and associated support facilities in a turn key self contained unit. The modular nature of the system will mean that initial demand can be met with simple units and then further modules can be added quite easily without the related expansion difficulties or infrastructure. This paper contains the main characteristics of the floating marina system and tire design process of the structure. The mooring, motion & stability analysis, the overall & local structural design and the mooring & anchor system design are introduced in this paper.

• 산업기술연구
• /
• 제14권
• /
• pp.127-140
• /
• 1994

This study is concerned with the accuracy and the patterns when different methods was used in interpolation task. Although 3 methods employed the same modality for input (visual) and for output (manual responding), they differed in central processing, which method 1 is relatively more tendency of verbal processing, method 2 is realtively more tendency of spatial processing and method 3 needed a number of switching code (verbal/spatial) performing task. Split-plot design was adopted, which whole plot consisted of methods (3), orientations (horizon, vertical), base-line sizes (300, 500, 700 pixels) and split plot consisted of target locations (1-99). The results showed the anchor effect and the range effect. Method 2, method 3 and method 1 that order was better accuracy. ANOVA showed that the accuracy was significantly influenced by the method, the location of target, and its interactions ($method{\times}location$, $size{\times}location$). Analysis of error data, response time and frequency of under, just, over estimate indicated that a systematic error pattern was made in task and methods changed not only the performance but also the pattern. The results provided support for the importance of the multiple resources theory in accounting for S-C-R compatibility and task performance. They are discussed in terms of multiple resources theory and guidelines for system design is suggested by the S-C-R compatibility.

• 디지털융복합연구
• /
• 제17권12호
• /
• pp.77-82
• /
• 2019

4차 산업혁명 시대를 맞아 산학협력의 역할과 기능에 대한 혁신적 변화가 요구됨에 따라, 본 연구에서는 산학협력의 현황과 정부의 지원사업을 진단하고, 해외 주요사례분석을 통하여 신산학협력 활성화 방안을 제안하고자 한다. 주요 결과는 다음과 같다. 대학의 전반적인 산학협력 수준은 높아지고 있는 것으로 나타났으며, 정부의 산학협력 지원사업은 양적으로는 충분하나, 부처별 중복지원 문제, 산학협력 지원의 양극화 등의 문제점이 있는 것으로 파악되었다. 해외 주요 대학의 특징은 지역산업과의 연계가 높다는 점이며, 대학이 적극적으로 창업생태계를 주도하고 있다는 점이다. 신산학협력 활성화 방안은 다음과 같다. 첫째, 미래지향적 산학협력으로, 미래수요에 기반한 신교육과정 개설과 교육방식 혁신을 강화해야 한다. 둘째, 능동적 산학협력으로 창업교육 확대와 대학보유 자원을 기반으로 한 창업을 활성화해야 한다. 셋째, 지역혁신주체와의 적극적 협력으로 지역혁신의 앵커역할을 수행해야 하며. 수익 창출형 산학협력 모델을 개발하여 대학 재정에 기여할 수 있도록 해야 할 것이다.