In order to develop the compatible damping device in various vibration source, a hybrid wall-type damper combining slit and friction damper in parallel was developed. Cyclic loading tests and two-story RC reinforced frame tests were performed for structural performance verification. As a result of the 5-cyclic loading test according to KBC-2016 and low displacement cyclic fatigue test, The hybrid wall type damper increased its strength and the ductility was the same as that of the slit damper. In addition, As a result of the two-layer frame test, the reinforced frame had about twice the strength of the unreinforced frame, and the story drift ratio was satisfied to Life Safety Level.

This study was carried out to examine the effect of the presence of non-structural walls in apartment buildings subjected to an earthquake. It was believed that the presence of non-structural walls, which has not been considered in the structural design process, was usually built together with structural walls and this led to significant damages to the apartment buildings in Pohang earthquake, 2017. In this study, a 22-story apartment building was selected and modeled to simulate the seismic behavior due to earthquakes. The story drift, performance point, and compressive strain in the walls were the main parameters to evaluate the seismic performance with the presence of non-structural walls.

PURPOSES: The objective of this study is to evaluate and compare the stiffness characteristics and seasonal variation in surface deflections of block and asphalt pavements using the light weight deflectometer (LWD) and falling weight deflectometer (FWD). METHODS: LWD and FWD testing was conducted on block and asphalt pavement sections in a low-impact development facility, to evaluate the structural capacity and seasonal variation in asphalt pavements. To analyze the seasonal variation in stiffness characteristics, this testing was performed in October 2016, January 2017, and March 2017 in the same drop locations. RESULTS : It was found from that the average center deflections in the asphalt and block pavements were 218 ㎛ and 2974 ㎛, respectively. The center deflections measured using FWD testing in block pavement are 15 times those measured in asphalt pavement. It was also observed that LWD deflections in block pavements were decreased by approximately 65-90% as the air temperature dropped from 20 to 4℃. The degree of reduction in block pavement was significantly higher when compared with asphalt pavement, which showed a 25- 50% reduction in deflection. CONCLUSIONS: When using block pavements for roadways, the structural capacity of the pavement system should be considered during the design and construction stages. In block pavements, the use of low-quality material and insufficient compaction in the base and subgrade layers can induce a reduction in structural capacity, which would lead to the need for frequent repair work. A reinforcement underneath the block layer would be an appropriate measure for improving the structural support and extending the service life.

Modularization is an important benefit to overall project cost, such as construction period, manpower and logistics. In order to establish a successful modularization strategy, the optimum cost can be realized based on the Envelope Size which is allowed to be transferred to the plant site through analysis of each shape of the module. Through the analysis of the plant structure, the Envelope Size that can be transported on site in units of sizes suitable for maritime and onshore is provided, and finite element method is applied to the existing materials (A36, A572) and domestic materials (SS400, SM490, SWH400) and analyzed the results of the analysis to obtain domestic materials applicable to the plant structure frame.

This paper is concerned to develop a fluid pressure system for the control of artificial bladder urine discharge. The primary goal is to force the fluid into the space between the inner wall and the outer wall by using a pump in the artificial bladder having a double structure of inner and outer walls and to form the urine discharge pressure by the contraction of the bladder inner wall due to the movement of the fluid. The ANSYS_CFD analysis is used to confirm the delivery of fluid pressure in the artificial bladder model, and the ANSYS_FSI analysis is used to identify the deformation and internal pressure of the artificial bladder through the delivery of fluid pressure, and to identify the discharge of urine. As the design parameters of the modeling of the artificial bladder and the fluid flow field, the capacity of the flow field, and the pump pressure input value were selected.

현장타설 콘크리트 기초 혹은 흙막이용 파일로 사용되는 강관파일은 일반적으로 원형단면구조를 갖고 있다. 그러나 접합면이 원형이기 때문에 띠장을 용접하는 작업이 어렵고, 다른 접합부재를 곡면으로 가공해야 하므로 작업효율이 떨어지고 내외부 콘크리트의 분리현상으로 인해 구조적인 안전성이 떨어진다. 또한 기존의 H-Pile흙막이 공법의 경우, 엄지말뚝간의 간격이 1m 내외로 강재물량이 증가하고 암반천공 수가 많아져서 공사기간이 늘어나는 문제점이 있다. 이러한 배경에서 본 연구에서는 기존의 흙막이 말뚝이 갖는 제작과 시공상의 문제점을 해결하기 위하여 다각형 폐단면을 갖는 신개념 CIP공법용 흙막이 말뚝을 개발하였다. 이를 위해 띠장 등의 접합용접을 용이하게 하기 위한 단면을 산정하였고, 냉간프레스성형을 통한 다각형단면을 구성을 통해 기존의 H-Pile보다 강한 휨강성을 갖는 Pile을 제작하여 단면성능을 평가하였다. 또한, 폐단면강관 내부에 콘크리트 및 모래 등을 타설하여 채움재로 보강했을 때 Pile의 구조성능을 평가하였다. 그 결과, 제안형 다각형 폐단면을 갖는 합성 파일의 충분한 소성능력과 내력을 확보하고 있었다.

PURPOSES: The objective of this study is to evaluate the structural capacity of asphalt pavement in subsurface cavity sections using falling weight deflectometer (FWD) backcalculation method. METHODS: It is necessary to analyze the reduction of structural capacity in asphalt pavements due to the occurrence of subsurface cavities. The FWD testing was conducted on the cavity and intact asphalt pavement in the city of Seoul. The GAPAVE, backcalculation program for FWD deflections, was utilized to determine the layer moduli in asphalt pavements. The remaining life of asphalt pavements in cavity sections were predicted using the pavement performance model for fatigue cracking. The backcalculated layer moduli between cavity and intact sections were compared to determine the reduction of structural capacity due to subsurface cavity. The relationship between the reduction of layer modulus and cavity depth/length was analyzed to estimate the effect of cavity characteristics on the structural capacity degradation. RESULTS: According to the FWD backcalculation results, the modulus of asphalt layer, subbase, and subgrade in cavity sections are generally lower than those in intact sections. In the case of asphalt layers, the backcalculated modulus in cavity section was reduced by 50% compared to intact section. A study for the prediction of remaining life of cavity section shows that the occurrence of subsurface cavity induces the decrease of the pavement life significantly. It is found that there is no close relationship between the backcalculated modulus and cavity length. However, the reduction of asphalt layer modulus is highly correlated with the cavity depth and was found to increase with the decrease of cavity depth. CONCLUSIONS : This reduction of structural capacity due to the occurrence of cavities underneath asphalt pavements was determined using FWD backcalculation analysis. In the future, this approach will be utilized to establish the criteria of road collapse risk and predict the remaining life of cavity sections under numerous varied conditions.

Comparisons between bare carbon (CPs) and nitrogen-doped carbon nanoparticles (N-CPs) synthesised using hydrothermal reaction are carried out. It was found that hydrothermal reaction of citric acid yields graphene-like sheets, while the nitrogen doping using ethylenediamine resulted in amorphous polymeric ball-like hydrocarbons devoid of any aromatic rings. Although the Fourier transform infrared spectroscopy, Raman spectroscopy and nuclear magnetic resonance spectroscopy indicate the presence of carbon–carbon double bonds (C=C), and the ground states of both materials are very deep (> 7.8 eV) as measured by ultraviolet photoelectron spectroscopy. This indicates the conjugation is very short. This is supported by the fact that both materials are UV blue emitting peaking at 375 nm probably originating from C=C.

자연에서도 생합성이 되는 테트라하이드로-β-카볼린 화합물은 Pictet-Spengler반응을 통해서 화학적으로도 합성된다. 본 연구에서는 β-카볼린 화합물을 쉽고 효과적으로 합성할 수 있는 친환경 합성법을 개발하여 유기용매가 아닌 물을 사용하여 합성하였다. 이 화합물은 투명한 결정형의 생성물로 얻어지므로 복잡한 분리과정이 필요하지 않다. 합성된 화합물은 NMR 및 UPLC/MS를 이용하여 구조를 확인하 였다. 화합물 1의 이론적 분자량(C17H17N2 249.1392), 화합물 2 (C17H23N2 255.1861), 화합물 3(C19H21N2O3 325.1552), 화합물 4(C19H19N2O 279.1497)과 측정된 화합물들의 질량과 비교하였다. 그 결과 측정된 화합물 1의 분자량 ([M+H]+m/z detected 249.1315), 2 (detected 255.1789), 3 (detected 325.1460) 그리고 4 (detected 279.1364)와 거의 일치함으로써 생성된 화합물이 1~4의 구조를 가지고 있음을 확인하였다. 합성된 화합물들을 그람 음성균인 E. coli DH5α를 대상으로 항균효과를 조사한 결과 강한 저해효과를 확인할 수 있었다.

최근 수상 레저 사업장과 레저기구의 개수는 지속해서 성장하고 있다. 수상레저기구 중에서도 카약과 카누의 보급률이 크게 증가하고 있다. 기존에는 주로 FRP 재료를 사용하여 제작하였으나, 지구온난화, 천연자원 고갈 등의 문제로 인해 청정에너지 및 신재생 에너지에 대한 필요성이 대두됨에 따라 탄소섬유에 대한 수요도 빠르게 증가하고 있다. 본 연구에서는 이러한 사회적인 변화 의식에 부합하기 위하여, 탄소섬유를 적용한 보급형 카약을 설계하고, 제품의 신뢰성을 검증하기 위하여 저항성능 및 구조 안전성 평가를 수행하였 다. 속도 변화에 따른 압력저항과 마찰저항 변화를 검토하였으며, 속도 2.6 m/s 이상에서는 압력저항이 크게 증가하면서 전체저항이 커지 는 현상이 발생한다. 현재 카약 구조는 운용 시 고려할 수 있는 설계하중을 고려 시, 충분한 안전율을 갖고 있음을 확인하였다.

Ni hydroxides (Ni(OH)2) are synthesized on Ni foam by varying the hexamethylenetetramine (HMT) concentration using an electrodeposition process for pseudocapacitor (PC) applications. In addition, the effects of HMT concentration on the Ni(OH)2 structure and the electrochemical properties of the PCs are investigated. HMT is the source of amine-based OH− in the solution; thus, the growth rate and morphological structure of Ni(OH)2 are influenced by HMT concentration. When Ni(OH)2 is electrodeposited at a constant voltage mode of -0.85 V vs. Ag/AgCl, the cathodic current and the number of nucleations are significantly reduced with increasing concentration of HMT from 0 to 10 mM. Therefore, Ni(OH)2 is sparsely formed on the Ni foam with increasing HMT concentration, showing a layered double-hydroxide structure. However, loosely packed Ni(OH)2 grains that are spread on Ni foam maintain a much greater surface area for reaction and result in the effective utilization of the electrode material due to the steric hindrance effect. It is suggested that the Ni(OH)2 electrodes with HMT concentration of 7.5 mM have the maximum specific capacitance (1023 F/g), which is attributed to the facile electrolyte penetration and fast proton exchange via optimized surface areas.

The purpose of this paper is to evaluate the structural performance of joints between modules with steel plate press forming type non-symmetric cross section. The main experimental variables are direction of load, whether vertical bolts are fastened, and whether the concrete inside the column is filled. A total of three experiments were performed for each variable. Experimental results show that the behavior of the joints dominated by the local buckling deformation of the upper and lower beam flanges of the module joints, and the final failure was the fracture of the column-beam welds. In case of short side direction, it is possible to secure the performance of intermediate moment frame (0.02 rad). In case of long side direction, it is evaluated that the performance of special moment frame (0.04 rad) is secured regardless of whether or not concrete is infilled in the column.

본 연구의 목적은 직무자원, 목표지향성, 그리고 공유리더십과 경력자본의 영향 관계를 파악을 통해 개인의 경력개발과 조직의 성과 향상을 도모하는 것이다. 나아가 직무자원과 경력자본의 관계에서 목표 지향성과 공유리더십의 매개효과를 확인하고자 한다. 특히 목표지향성은 성과목표지향성과 학습목표지 향성이라는 상반된 요소로 구성되어 있으므로, 본 연구에서는 두 요소를 각각의 변인으로 구분하여 연구를 진행하였다. 연구를 검증하기 위하여 국내 기업에 종사하는 구성원을 대상으로 2017년 10월 25일부터 11월 8일까지 2주간 온라인, 오프라인 설문 조사를 시행하였다. 설문에는 총 422명이 응답했으며, 불성실 응답을 제외한 최종 403부의 설문응답을 분석에 사용하였다. 분석 도구는 SPSS 22.0과 AMOS 20.0을 활용 하였다. 분석 결과 첫째, 직무자원은 경력자본, 학습목표지향성, 공유리더십에 각각 정적인 영향을 미치는 것으로 나타났지만, 성과목표지향성에는 영향을 미치지 못하였다. 그리고 학습목표지향성과 성과목 표지향성은 경력자본에 정적인 영향을 미쳤으나, 공유리더십은 경력자본에 부적인 영향을 미치는 것으로 나타났다. 둘째, 직무자원과 경력자본의 관계에서 학습목표지향성은 정적 매개효과를, 공유리더십은 부적 매개효과를 나타내는 것으로 확인되었지만 성과목표지향성은 매개효과가 없었다. 연구 결과를 바탕으로 경력자본 축적을 위하여 조직 차원에서는 개인의 목표지향성 차이를 고려한 학습 환경을 조성해야 하며, 개인 차원에서는 직무자원 활용을 극대화할 수 있도록 제도적, 실천적 노력이 필요하다는 시사점을 제시 하고자 한다.

Recently, automobile washing methods have been carried out using steam of high temperature and high pressure instead of water. Therefore, it is necessary to secure the structural stability of the steam tank. In this study, it is necessary to reduce the weight of the steam tank by reducing the thickness of the existing steam tank by about 25%. The safety of the product design was verified through simulation to ensure the robustness of the product by securing the structural stability and fatigue analysis at high temperature and pressure of the steam tank according to the weight reduction. For newly developed products compared to existing models.

In this study, temperature and pressure of guided wave radar products are transmitted at high temperature and high pressure. In the case of transmission of temperature pressure, high temperature and high pressure steam leak from the guide rod part to the atmosphere causes the failure. Therefore, in this study, structural analysis and thermal flow analysis of the product are performed to identify the problem of the product, so as to prevent leakage in the product development by grasping the cause of the leakage of the product. In this study, if the method of assembling the lower end of the piston rod and the gasket is changed from line contact to face contact,

The design and analysis of the rigidity and deformation of the vehicle body are basically performed in two forms. First, the relative response of components separated from a parent system or connected as a model of a subsystem is examined. Second, the entire model is used to consider the absolute response of the components to the externally transmitted vehicle service load, which is defined as that of the entire vehicle body system. In this paper, we propose the finite element modeling for the structural design of the car body. First, we will explain the simple finite element modeling of the car body, explain the method of formulating the stiffness of the joint, and finally the shell element. The proposed finite element modeling is proposed. By applying the proposal, it is possible to propose finite element modeling of all medium and large passenger cars less than 3 tons.