기존 교량을 일체식 교대 교량과 같이 거동할 수 있도록 교대 흉벽과 상부슬래브를 일체화하는 흉 벽 일체식 교대 교량 공법에 관한 것으로, 교대 흉벽은 뒤채움 토사의 토압을 주요 하중으로 설계되기 때문에 배면부에는 휨보강 철근이 배치되지만 흉벽 일체화에 따른 흉벽 전면부에 온도팽창에 저항하 기에 부족한 철근량을 가지게 된다. 본 실험 연구는 일체화된 흉벽 구조체의 단차부 전면에 부착-정 착방식으로 제작된 FRP 보강체를 사용하여 휨 실험을 수행하고 이를 비교 분석하였다.

본 연구는 베트남 내 금형 회사 종사자들의 셀프리더십이 혁신행동에 미치는 영향에 대한 자기효능감의 매개효과를 규명하는데 연구의 목적이 있다. 연구 방법은 선행연구를 기반으로 설문지를 작성하였으며, 회수 된 197부의 설문지를 대상으로 통계분석을 실시하였고 SPSS 20.0 프로그 램을 이용하여 분석하였다. 베트남의 금형 관련 회사 종사자들의 셀프리 더십이 혁신행동에 미치는 영향과 자기효능감의 매개효과를 검증하였다. 그 결과 셀프리더십은 혁신행동에 유의미한 정(+)의 영향을 미쳤으며, 자 기효능감은 매개효과가 있는 것으로 나타났다. 이에 따라 베트남 내 금 형 회사 종사자의 셀프리더십이 강화될수록 혁신행동에 미치는 영향이 있는 것을 알 수 있었다. 이는 교육과 훈련을 통하여 셀프리더십 스킬을 강화시킴으로써 혁신행동을 향상시킬 수 있는 가능성을 시사한 것으로 볼 수 있다.

Failure diagnoses on large diesel engine are commonly detected when a deviation or fluctuation in its temperature, pressure, vibration or noise set parameter limits arises. These parameters can be easily monitored and can provide information of the engine’s present state depending on external environment and operating conditions. On the other hand, long term monitoring and condition management can be interfaced into the engine’s existing operating system. The approach is seen to keep track of monitored machines’ status using resonance and vibration amplitude. In particular, these signals will be able to identify complex vibration characteristic pertaining to such as engine torque output and support mounts. In this paper, a basic research for large diesel engine diagnosis was carried-out. The failure diagnosis collects and monitors the vibration state time history by using various vibration signals with reference to ISO 13373-1. Further, this monitoring system in the field of large diesel engines has not been applied practically and the results of this study are presented herein.

A bending experiment was conducted to verify the structural performance of the U-flange truss hybrid bean using rebars or steel pipes to reinforce the upper compression zone. As a result of evaluating the bending strength of the truss hybrid beam according to the Structural Design Standard (KDS 14 2020: 2022) by introducing the lattice member as a tensile resistance element, the following conclusions were obtained. Considering the lattice element as a tensile resistance element, the nominal bending strength was increased by 38.57 to 47.90 kN.m. As a result of reviewing the experiment as to whether the flexural member has proper ductility, it was found that it is desirable to place appropriate rebars, steel quality plans, and lateral restraints on the upper and lower parts of the hybrid beam to have sufficient ductility ratio.

The recent earthquake in Korea caused a lot of damage to reinforced concrete (RC) columns with non-seismic details. The nonlinear analysis enables predicting the hysteresis behavior of RC columns under earthquakes, but the analytical model used for the columns must be accurate and practical. This paper studied the nonlinear analysis models built into a commercial structural analysis program for the existing RC columns. The load-displacement relationships, maximum strength, initial stiffness, and energy dissipation predicted by the three analysis models were compared and analyzed. The results were similar to those tested in the order of the fiber, Pivot, and Takeda models, whereas the fiber model took the most time to build. For columns subjected to axial load, the Pivot model could predict the behavior at a similar level to that of the fiber model. Based on the above, it is expected that the Pivot model can be applied most practically for existing RC columns.

A typical low and medium-sized neighborhood living facility in reinforced concrete building secures a high floor and pursues an efficient module plan(long span). Accordingly, research on the development of new hybrid beams that can innovatively reduce labor costs such as on-site installation and assembly while securing strength and rigidity is ongoing. In order to verify the structural performance of the U-flanged truss composite beam with newly developed shape, Experiments with various variables are required. Based on the results, this study is to evaluate the strength of U-flanged truss hybrid beam through the flexural strength of the Korea Design Code and experimental values. It was evaluated that nominal flexural strength was 110% to 135% higher than the experimental value.

As earthquakes have increased in Korea recently, people are paying attention to the seismic performance of buildings built in the past. Many school buildings in Korea were built based on standard drawings before the seismic design was applied. However, since school buildings are often designated as emergency evacuation facilities in case of disasters such as earthquakes, seismic evaluation and retrofit must be done quickly. This study investigated the failure modes among structural components (beams, columns, and joints), focusing on 1980s standard drawings for school buildings. The effects of column axial force, partial masonry infills, and different material strengths for concrete and rebar were considered for detailed evaluation. As a result, most of the joints were found to be the weakest among structural components. Column axial forces tended to make the joints more vulnerable, and partial masonry infills increased the possibility of joint failure and shear failure in columns.

교정의 역사와 관점은 중세 이래로부터 다양하게 변화해왔고, 교정의 의미와 패러 다임을 결정하는 중요 요인은 범죄 원인에 관한 철학적 담론 등 이었다. 이에 따라 교정의 양태도 변화되었는데 최근에는 심리학적 접근과 포스트모더니즘의 영향 아래 범죄에 대해 새롭게 이해하려는 노력이 이루어지고 있다. 구체적으로 교정은 교정의 발달사와 철학적 배경, 범죄에 대한 관점, 심리학적 접근 의 이해를 토대로 살펴보면 과거 교정의 패러다임은 몇 가지 제한적 특징을 지닌다. 이에 본 연구에서는 과거 교정의 특성을 살펴보고 인간중심 교정 패러다임을 새롭게 제시하고 실천 전략을 제시해 보고자 한다. 인간중심 교정은 범죄가 아닌 ‘그’ 라는 사람에 관한 관심을 쏟고 범죄자를 교정의 객체로 간주하는 것이 아니라 교정의 주체로 인식하며 능동적 역할을 수행하도록 조 력한다. 즉, 범죄자는 법에 대한 능동적 참여자로 스스로 법체계에 대한 관점을 형성 하고, 법률적 책임에 대한 통찰을 이룰 수 있다는 인식을 전제로 한다. 또한. 인간이 자기 주변에서 일어나는 모든 현상의 중심이 된다는 것으로 그가 자신이 자기 세계에서 일어나는 모든 일의 원인이며 결과이기에 모든 책임을 스스로 지고자 한다는 의미 를 포함하고 있다.

이 연구는 한국불교의 대표적인 포교 성공사례 중 한 곳인 한마음선원을 대상으로 포교 성공요인과 위험요인을 분석한다. 연구자는 일반적인 관점 과는 다른 관점, 즉 성공요인보다는 위험요인에 주목한다. 이를 위해 성 공적인 포교 사례들을 개별적이고 독립적인 사례들로서 주목하여 각각의 사례에서 성공 요인을 분석하는 기존 방법론이 아닌 새로운 방법론을 제 시한다. 대략적으로 정리하면, 성공사례들 속에서 공통적인 ‘성공적인 포 교 조건’을 정리하고, 특정한 사례(이 연구에서는 한마음선원)를 대상으로 성공적인 포교 조건 중에서 가장 취약한 것이 무엇인지 점검하고 그 대 안을 찾는다. 성공적인 포교 조건은 조직 요소와 전법 활동요소로 구성되 며, 불교조직의 요소는 불법승의 체계를 갖춘다. 첫째, ‘불’을 의미하는 사찰지도자의 리더십. 둘째, ‘법’을 구축하기 위한 것으로 사찰지도자의 이념과 그 이념을 전달하는 교육체계, 셋째, ‘승’을 위한 사찰지도자의 이 념을 반영한 운영체계와 신도조직이다. 그리고 전법 활동은 교화를 지향 하는 포교와 ‘법’의 실천과 요익중생의 구체화인 사회적 실천으로 구분할 수 있다. 특히 전법활동은 사회와 사찰이 만나는 접점으로 사회적ㆍ지역 적 요구를 반영해야 성공적인 포교 활동이 가능하다. 선행연구와 한마음 선원의 자료를 통해 현재 한마음선원은 포교 조건을 충족하고 있음을 확 인하였다. 그리고 위험요인으로는 대행스님 리더십의 새로운 정리와 계 승, 사회활동을 검토하였다.

In this study, In order to apply the U-flanged truss hybrid beam to the actual construction site, the structural design of the basic module of the middle and low-rise neighborhood living facilities was performed according to the Korea Design Standard, and the construction cost and construction period were compared with the traditional reinforced concrete structure system. As a result of analyzing the construction cost for the basic module, if the U-flanged truss hybrid beam and D-Deck slab system are used, the construction cost can be reduced by 86% compared to the traditional reinforced concrete structure system. In addition, as a result of analyzing the construction period for a floor area of 1,000m2, using the U-flanged truss hybrid beam and D-Deck slab system can save 2.0days in construction period compared to the traditional reinforced concrete structure system. Therefore, the U-flange truss hybrid beam can secure sufficient economic feasibility compared to the existing reinforced concrete method in terms of cost reduction and shortening of construction period.

As earthquakes continue to occur in Korea in recent years, seismic evaluation and retrofit of existing school buildings have been carried out. Many domestic school buildings were built using or referring to standard drawings. Therefore, if the overall structural characteristics of a school building can be known first based on standard drawings, it can be provided as valuable data for detailed seismic evaluation. For this reason, this study investigated the weak structural components and failure modes by comparing the strength of beams, columns, and joints constituting standard school buildings constructed in the 1980s. The evaluation was performed for different types of standard drawings and different material strengths. The results showed that the joint was mainly the weakest due to the eccentricity, and the failure modes were partially changed depending on the material strength.

In this study, we proposed a method to measure and analyze the vibration problem in cargo pipes during the sea trial for 80K LPG vessel. Pipe vibration was identified as resonance with the propeller 1st order component, which is one of the main excitation forces in the normal continuous rating (NCR). In order to avoid resonance in the NCR, a reinforcement method was established through finite element method (FEM) analysis. In the future, the advance application of cargo pipe reinforcement is expected to be useful for reducing the vibration of the cargo pipes in ships whose order and specification are similar to those of the vessel used in this study.

For the practical application of U-flanged Truss Hybrid beams, the flexural capacity of hybrid beams with end reinforcement details using vertical steel plates was verified. The bending test of U-flanged Truss Hybrid beams was performed using the same top chord under the compressive force, but with the thickness of the bottom plate and the amount of tensile reinforcement. The initial stiffness and maximum load of the specimen with tensile reinforcement have a higher value than that of the specimen without tension reinforcement, but the more tensile reinforcement, the greater the load decrease after the maximum load. In the case of the specimen with tensile reinforcement, because the test result value is 76% to 88% when compared with the flexural strength according to Korea Design Code, the safety of the U-flanged Truss Hybrid beam with the same details of the specimens can’t ensure. Therefore, the development of new details is required to ensure that the bottom steel plate and the tensile reinforcement can undergo sufficient tensile deformation.