• Earthquakes and Structures
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• 제15권6호
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• pp.667-685
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• 2018

In eccentrically braced steel frames (EBFs), the links are fuse members which enter inelastic phase before other structure members and dissipate the seismic energy. Based on the force-based seismic design method, damages and plastic deformations are limited to the links, and the main structure members are required tremendous sizes to ensure elastic with limited or no damage. Force-based seismic design method is very common and is found in most design codes, it is unable to determine the inelastic response of the structure and the damages of the members. Nowadays, methods of seismic design are emphasizing more on performance-based seismic design concept to have a more realistic assessment of the inelastic response of the structure. Links use ordinary steel Q345 (the nominal yielding strength $f_y{\geq}345MPa$) while other members use high strength steel (Q460 $f_y{\geq}460MPa$ or Q690 $f_y{\geq}690MPa$) in eccentrically braced frames with high strength steel combination (HSS-EBFs). The application of high strength steels brings out many advantages, including higher safety ensured by higher strength in elastic state, better economy which results from the smaller member size and structural weight as well as the corresponding welding work, and most importantly, the application of high strength steel in seismic fortification zone, which is helpful to popularize the extensive use of high strength steel. In order to comparison seismic behavior between HSS-EBFs and ordinary EBFs, on the basis of experimental study, four structures with 5, 10, 15 and 20 stories were designed by PBSD method for HSS-EBFs and ordinary EBFs. Nonlinear static and dynamic analysis is applied to all designs. The loading capacity, lateral stiffness, ductility and story drifts and failure mode under rare earthquake of the designs are compared. Analyses results indicated that HSS-EBFs have similar loading capacity with ordinary EBFs while the lateral stiffness and ductility of HSS-EBFs is lower than that of EBFs. HSS-EBFs and ordinary EBFs designed by PBSD method have the similar failure mode and story drift distribution under rare earthquake, the steel weight of HSS-EBFs is 10%-15% lower than ordinary EBFs resulting in good economic efficiency.

• 한국구조물진단유지관리공학회 논문집
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• 제26권6호
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• pp.128-138
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• 2022

본 연구에서는 원심성형으로 제작된 100MPa이상의 초고강도 콘크리트 각형보를 피암터널의 상부구조로 적용하기 위해 원심성형 보를 부모멘트 영역인 하부구조와 일체화시킨 우각부 단면에 대한 구조적인 안전성을 검증하는 것을 목적으로 실물크기의 시험체를 제작하고 하중재하시험 및 해석연구를 수행하였다. 피암터널 표준모델에 대해 시방규정에 의한 하중조합으로 설계하였을 때 상부슬래브 단부의 우각부에 최대 모멘트가 발생하는 것과 같은 효과를 기대하기 위하여 수정된 캔틸레버 형식의 구조모형 시험체를 제작하여 우각부 고정연결방법에 대한 성능과 최적연결시공법을 도출하기 위한 연구가 수행되었다. 실험결과, 개발된 고정연결장치는 형상과 연결방식에 상관없이 모두 안정적인 휨 거동을 나타내었다. 또한, 시험체는 파괴시까지 고정연결장치에 의해 연결된 원심성형 PSC 각형보와 상부슬래브가 일체 거동을 하는 것으로 나타나 고정연결장치의 성능이 매우 우수한 것으로 확인되었다. FEM 해석에 따른 우각부 해석모델의 거동은 재하실험과 비교하여 강성이 미소하게 나타났으나 전체적인 거동이 거의 유사하게 나타났다. 따라서, 본 연구에서 개발한 원심성형 각형보와 벽체간의 우각부 연결부를 시공함에 있어 구조적으로 문제가 없을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제90권6호
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• pp.551-568
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• 2024

The present study deals with static and dynamic behaviors including forced vibrations of an elastic rectangular nano plate on the two-parameter foundation. Firstly, the rectangular plate is assumed to be subjected to uniformly distributed and eccentrically applied concentrated loads. The governing equations of the problem are derived by considering the dynamic response of the plate, employing a series of the Chebyshev polynomials for the displacement function and applying the Galerkin method. Then, effects of the non-essential boundary conditions of the plate, i.e., the boundary conditions related to the shearing forces, the bending moments and the corner forces, are included in the governing equation of motion to compensate for the non-satisfied boundary conditions and increase the accuracy of the Galerkin method. The approximate numerical solution is accomplished using an iterative process due to the non-linearity of the unilateral property of the two-parameter foundation. The plate under static concentrated load is investigated in detail numerically by considering a wide range of parameters of the plate and the foundation stiffnesses. Numerical treatment of the problem in the time domain is carried out by assuming a stepwise variation of the concentrated load and the linear acceleration procedure is employed in the solution of the system of governing differential equations derived from the equation of motion. Time variations of the contact region and those of the displacements of the plate are presented in the figures for various numbers of the two-parameter of the foundation, as well as the classical and nano parameters of the plate particularly focusing on the non-linearity of the problem due to the plate lift-off from the unilateral foundation. The effects of classical and nonlocal parameters and loading are investigated in detail. Definition of the separation between the plate and the two-parameter foundation is presented and applied to the given problem. The effect of the lift-off on the static and dynamic behavior of the rectangular plate is studied in detail by considering various loading conditions. The numerical study shows that the effect of nonlocal parameters on the behavior of the plate becomes significant, when nonlinearity becomes more profound, due to the lift-off of the plate. It is seen that the size effects are significant in static and dynamic analysis of nano-scaled rectangular plates and need to be included in the mechanical analyses. Furthermore, the corner displacement of the plate is affected more significantly from the lift-off, whereas it is less marked in the time variation of the middle displacement of the plate. Several numerical examples are presented to examine the sensibility of various parameters associated with nonlocal parameters of the plate and foundation. Both stiffening and softening nonlocal parameters behavior of the plate are identified in the numerical solutions which show that increasing the foundation stiffness decreases the extent of the contact region, whereas the stiffness of the shear layer increases the contact region and reduces the foundation settlement considerably.

• 한국구조물진단유지관리공학회 논문집
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• 제13권2호통권54호
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• pp.165-171
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• 2009

본 논문에서는 건설구조물의 스마트 제어를 위해 오리피스 구간의 갭(gap) 조건을 달리한 2개의 준능동 MR 감쇠기를 개발하고, 동하중 실험을 통해 갭 조건에 따른 감쇠성능을 비교 평가하였다. 여기서, MR 감쇠기는 그 특성상 재료적 및 기계적인 다양한 변수들로 인해 그 감쇠성능이 크게 좌우될 수 있으나, 특히 MR 감쇠기의 오리피스 구간에 대한 갭 크기의 영향은 MR감쇠장치의 설계 시 핵심적인 요소 중에 하나이다. 따라서 본 논문에서는 오리피스 구간의 갭 조건을 1.0mm와 2.0mm로 각각 설계하였으며, 인가전류 조건을 달리한 동하중 실험을 통해 발생 감쇠력을 획득하였다. 이들 획득결과는 힘-변위 이력곡선과 힘-전류 관계곡선으로부터 최대 최소 감쇠력 및 동적범위로 분석 평가되었다. 이상의 결과로부터, 갭의 조건에 따른 MR감쇠장치의 감쇠성능 변화를 규명하였으며, 본 연구에서 개발된 2개의 MR 감쇠기는 인가전류셑 및 코일 권선수 등의 추가핵심설계요소를 효과적으로 고려함으로써 건설구조물의 스마트 제어를 위해 유용하게 활용될 수 있는 가능성을 제시하였다.

• Journal of the Korean Wood Science and Technology
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• 제37권6호
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• pp.505-516
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• 2009

본 연구에서는 다른 목재수종과 다른 입자크기의 목분 및 상용화제를 첨가한 Wood Plastic Composites (WPC)를 제조한 후 다양한 물성을 평가하였다. 먼저 3가지 다른 수종으로부터 얻은 목분의 화학조성분의 함량이 화학분석으로부터 얻어졌다. 낙엽송(Larix kaempferi Lamb.), 상수리(Quercus accutisima Carr.), 다릅나무(활엽수, Maackia amuresis Rupr. et Maxim)로부터 40~60 mesh와 80~100 mesh의 목분을 제조하여 열가소성 폴리머의 일종인 폴리프로필렌(polypropylene)에 용융 압출 및 사출하여 복합재를 제조한 후 인장강도, 휨강도, 충격강도 및 현미경 분석을 수행하였다. 알파 셀룰로오스는 상수리나무가 43.6%, 다릅나무가 41.3%, 낙엽송이 36.2%였다. 리그닌의 함량은 낙엽송이 31.6%로 가장 높았으며, 상수리나무가 24.4%로 가장 낮았다. 추출물의 함량은 낙엽송이 8.5%, 다릅나무와 상수리나무는 각각 4.4%와 3.9%였다. 알파 셀룰로오스의 함량이 증가하고 리그닌과 추출물의 함량이 감소할수록, WPC의 인장 및 휨강도 특성이 높았다. 같은 목분의 첨가량에서 작은 입자크기의 목분(80~100 mesh)이 큰 입자크기의 목분(40~60 mesh)에 비하여 WPC의 인장 및 휨강도 특성이 크게 높았다. WPC의 충격강도는 목재수종에 따른 영향이 적었으나, 입자의 크기가 큰 목분을 첨가한 WPC의 충격강도가 대체적으로 높았다. 상용화제인 Maleated polypropylene (MAPP)의 첨가는 수종과 다른 입자크기에 관계없이 인장강도, 휨강도 및 충격강도를 증가시켰다. 현미경 분석 결과, MAPP의 첨가에 의해 목분과 PP수지 간의 계면 결합력이 개선됨을 확인할 수 있었다.

• 한국수소및신에너지학회논문집
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• 제25권5호
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• pp.459-467
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• 2014

The catalytic steam reforming of toluene, a major component of biomass tar, was studied using several catalysts at various temperatures $400-800^{\circ}C$, kind of metal, and metal loading content. Ru and K promoted Ni-base catalyst were prepared, and used for steam reforming of toluene with steam/toluene molar ratio of 25. Concentration of toluene in reactant flow is $30g/Nm^3$ that is usual content of tar from biomass gasifier. The result from experiments showed that $H_2$ content in product gas and toluene conversion increased with temperature. Where in high temperature range, CO and $CO_2$ content in product gas were affected mainly by Boudouard reaction. Ni/Ru-K(3wt%)/$Al_2O_3$ catalyst showed best performance on steam reforming of toluene than used catalysts in this study at whole temperature. Catalysts have been characterized by XRD, TG. XRD analysis displayed that Ni particle size on Ni/Ru-K (3wt%)/$Al_2O_3$ catalyst was 29.4nm. Activation energy of Ni/Ru-K (3wt%)/$Al_2O_3$ catalyst was calculated 36.8kJ/mol by Arrhenius plot.

• 상하수도학회지
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• 제23권6호
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• pp.719-726
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• 2009

One of the alternative runoff management measures is on-site runoff mitigation, such as rainwater retention tank and infiltration facilities especially the latter that is possible to manage simultaneously runoff quality and quantity as a perspective of water-cycle. This study was conducted to develop a particle separator, inclined-pipe settling system, that could improve particle removal efficiency of road runoff as a pre-treatment device of stormwater infiltration. Solid particles larger than $100{\mu}m$ are separated by simple sedimentation; however, the significant amount of pollutants with a diameter less than $100{\mu}m$ remain in suspension. Without any treatment in that case of the runoff into infiltrate, groundwater would be deteriorated and also infiltration rate would be decreased by clogging. Therefore, we suggest optimal design parameters (inclined angle, pipe length, and surface loading rate) of inclined-pipe settling system which can be designed to effectively remove particles diameter smaller then $70{\mu}m$. Thus, the results showed TSS removal efficiency more than 80% with a particle diameter between $20{\mu}m$ and $70{\mu}m$, 100% above particle diameter $70{\mu}m$ for the inflow rate $0.018 m^3/m^2{\cdot}hr$ with pipe inclined at angle $15^{\circ}$.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2004년도 추계학술대회
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• pp.297-302
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• 2004

본 연구에서는 수직배치형 블록을 가지는 컨테이너 터미널을 대상으로 안벽에서 컨테이너의 양${\cdot}$적하 작업을 담당하는 안벽크레인(Q/C)에 대한 하역생산성을 비교분석하였다. 분석 대상이 되는 안벽크레인의 유형은 기존의 싱글트롤리 타입외에 차세대 안벽크레인으로 인식되고 있는 듀얼트롤리, 더블트롤리, 수직순환식의 하역방식을 가지는 장비에 대한 하역생산성을 순작업시간당 생산성 측면에서 이들 하역장비의 성능을 측정해 보았다. 이들 차세대 컨테이너 크레인은 기존의 싱글트롤리 타입의 장비에 비해 기계적 싸이클 타임이 짧으며, 선회방식이 상이하여 현재의 싱글 트롤리타입보다 하역생산성이 매우 높을 것으로 보고 있다. 본 연구의 결과로 제시된 4가지 유형의 안벽크레인에 대해 작업싸이클타임과 시뮬레이션 기법을 이용하여 기계적생산성과 순작업생산성을 산출하였다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.337-341
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• 2004

Engineering ceramics have superior heat resistance, corrosion resistance, and wear resistance. Consequently, these art significant candidates for hot-section structural components of heat engine and the inner containment of nuclear fusion reactor. Besides, some of them have the ability to heal cracks and great benefit can be anticipated with great benefit the structural engineering field. Especially, law fracture toughness of ceramics supplement with self-healing ability. In the present study, we have been noticed some practically important points for the healing behavior of silicon nitride, alumina, mullite with SiC particle and whisker. The presence of silicon carbide (SiC) in ceramic compound is very important for crack-healing behavior. However, self-healing of SiC has not been investigated well in detail yet. In this study, commercial SiC was selected as sample, which can be anticipated in the excellent crack healing ability. The specimens were produced three-point bending specimen with a critical semi-circular crack of which size that is about $50-700{\mu}m$. Three-point bending test and static fatigue test were performed cracked and healed SiC specimens. A monotonic bending load was applied to cracked specimens by three-point loading at different temperature. The purpose of this paper is to report Strength Properties and Elastic Waves Characteristics of Silicon Carbide with Crack Healing Ability.

• 펄프종이기술
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• 제41권2호
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• pp.1-6
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• 2009

The purpose of this study was to investigate effects of lignocellulosic fillers made of wood powder and inorganic fillers, such as GCC and PCC, on physical properties of papers. Mechanical treatment and chemical treatment were carried out subsequently for generating lignocellulosic fillers, and then inorganic filler and wood powder were mixed together, and then mechanically treated for making lignocellulosic fillers covered with inorganic fillers. Consequently the particle size of lignocellulosic fillers was higher than that of inorganic fillers, which led to lumen loading and simultaneously surface coverage of fine inorganic fillers. Lignocellulosic fillers contributed to the increase of both bulk and opacity of handsheets dramatically, but some of properties including tensile strength, brightness and roughness decreased compared to inorganic fillers.