A Beam String Structure (BSS) is a type of hybrid structures, which is composed of upper structural members, lower strings, and struts. Due to the advantages that the pre-tensioned strings elicit pre-caber of the upper structural members, the deflection can be greatly reduced without increasing the structural member size. In this study, a two-way beam string structure is proposed to endure bi-directional loading. The two-way beam string structure consists of two cable parts, namely, sagging and arch-shaped cables. A parametric study is presented aimed at proposing design guide lines of the two-way beam string structures. Numerical finite element analyses through the ABAQUS package were implemented to obtain their behaviors.

A tensegrity module structure is suitable type for spatial structures. Because the tensegrity is composed of set of discontinuous compressive elements (struts) floating within a net of continuous tensile elements (cables), the system can provide the basis for lightweight and strong. However, despite the advantages of tensegrities, design and fabrication of the systems have difficulty because of form-finding methods, pin-connection and the control of prestress. In this paper, the new pin-connection method was invented to make the tensegrity module. The production process and practical implementation of uniformly compressed the tensegrity structures by using a UTM are described. Experiments showed the mechanical response and failure aspects of the tensegrity system.

A hybrid mid-story seismic isolation system with a smart damper has been proposed to mitigate seismic responses of tall buildings. Based on previous research, a hybrid mid-story seismic isolation system can provide effective control performance for reduction of seismic responses of tall buildings. Structural design of the hybrid mid-story seismic isolation system is generally performed after completion of structural design of a building structure. This design concept is called as an iterative design which is a general design process for structures and control devices. In the iterative design process, optimal design solution for the structure and control system is changed at each design stage. To solve this problem, the integrated optimal design method for the hybrid mid-story seismic isolation system and building structure was proposed in this study. An existing building with mid-story isolation system, i.e. Shiodome Sumitomo Building, was selected as an example structure for more realistic study. The hybrid mid-story isolation system in this study was composed of MR (magnetorheological) dampers. The stiffnessess and damping coefficients of the example building, maximum capacity of MR damper, and stiffness of isolation bearing were simultaneously optimized. Multi-objective genetic optimization method was employed for the simultaneous optimization of the example structure and the mid-story seismic isolation system. The optimization results show that the simultaneous optimization method can provide better control performance than the passive mid-story isolation system with reduction of structural materials.

A seismic isolation system is one of the most effective control devices used for mitigating the structural responses due to earthquake loads. This system is generally used as a type of base isolation system for low- and mid-rise building structures. If the base isolation technique is applied to high-rise buildings, a lot of problems may be induced such as the movement of isolation bearings during severe wind loads, the stability problem of bearings under large compression forces. Therefore, a mid-story isolation system was proposed for seismic protection of high-rise buildings. Residence-commerce complex buildings in Korea have vertical irregularity because shear wall type and frame type structures are vertically connected. This problem can be also solved by the mid-story isolation system. An effective analytical method using super elements and substructures was proposed in this study. This method was used to investigate control performance of mid-story isolation system for residence-commerce complex buildings subjected to seismic loads. Based on numerical analyses, it was shown that the mid-story isolation system can effectively reduce seismic responses of residence-commerce complex tall buildings.

인공지능은 다양한 분야에서 사람을 대신하여 성과를 보여준다. 게임 분야에서도 인공지능은 다양한 방면으로 사용된다. NPC(Non Player Character) 제작, 게임 난이도, 콘텐츠 생성 등의 분야에서 활용되고 있다. 그러나 게임에서 사용되는 인공지능은 우수한 성과를 보여주며 사람을 이기기 위해 연구된다. 우수한 인공지능 모델이 게임에 존재하여 게임의 난이도가 상승하게 되면 플레이어가 게임에 흥미를 잃는 경우도 있다. 따라서 본 논문의 목적은 사람과의 대결이 아닌 사람을 서포트 하는 인공지능의 개발이다. 현재 모바일 시장의 게임에는 자동 사냥 시스템이 존재한다. 게임에서 이 시스템은 난수 방식을 사용하기 때문에 효율이 떨어진다. 그러므로 본 논문에서는 병렬구조의 DNN 모델을 사용하여 효율적인 자동 사냥 시스템을 구축한다. 새로 구축한 모델과 기존에 사용하던 난수 방식의 모델을 게임을 통해 비교한다.

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.

The magnetic properties and electronic structures of the B20 crystal structure MnGe and MnSi were investigated using the density functional theory with local density approximation. The low symmetry of the B20 crystal structure plays a very important role to make electromagnetic characteristics of these materials. The important result of the calculations is that it can be observed the appearance of a pair of gaps in the density of states near the Fermi level in both compounds. These features are results from d-band splitting by the low symmetry of the crystal field from B20 crystal structure. It can be seen that there is half-metallic characteristics from the density of states in both compounds. The calculation shows that the value of magnetic moment of MnGe is 5 times bigger than that of MnSi even though they have same crystal structure. The electronic structures of paramagnetic case have a very narrow indirect gap just above the Fermi level in both compounds. These gaps acquire some significance in establishing the stability of the ferromagnetic states within the local density approximation. Calculation shows that the Mn 3d character dominates the density of states near the Fermi level in both materials.

TiO2-particles containing Co grains are fabricated via thermal hydrogenation and selective oxidation of Ti- Co alloy. For comparison, TiO2-Co composite powders are prepared by two kinds of methods which were the mechanical carbonization and oxidation process, and the conventional mixing process. The microstructural characteristics of the prepared composites are analyzed by X-ray diffraction, field-emission scattering electron microscopy, and transmission electron microscopy. In addition, the composite powders are sintered at 800℃ by spark plasma sintering. The flexural strength and fracture toughness of the sintered samples prepared by thermal hydrogenation and mechanical carbonization are found to be higher than those of the samples prepared by the conventional mixing process. Moreover, the microstructures of sintered samples prepared by thermal hydrogenation and mechanical carbonization processes are found to be similar. The difference in the mechanical properties of sintered samples prepared by thermal hydrogenation and mechanical carbonization processes is attributed to the different sizes of metallic Co particles in the samples.

다중적층구조는 상대적으로 두꺼운 주 적층구조(ply)와 얇은 층간구조(interlayer)를 반복하여 붙여서 만들어진다. 적층구조의 동적 파괴 페리다이나믹 해석을 효율적으로 수행하기 위해 주 적층구조만 실제 페리다이나믹 절점으로 모델링하고 층간구조는 가상의 절점으로 간략히 모델링하는 비국부 가상 층간구조 모델링 기법을 도입한다. 이를 통해 얇은 층간구조의 수치적 이산화 정도는 무시하고 상대적으로 두꺼운 주 적층구조를 해석하기에 적절한 수준의 수치적 이산화만으로 효율적인 페리다이나믹 모델링 및 해석을 수행할 수 있다. 본 연구에서는 가상 층간 구조 페리다이나믹 해석의 파동 전파 특성을 분석한다. 층간 구조는 인접한 적층판들을 접합하는 역할뿐만 아니라 적층판 사이의 에너지 전달 특성에도 영향을 주기 때문에 적층구조물의 변형 및 운동에도 중요한 역할을 하는 것을 확인하였다. 또한 경계 근처에서 페리다이나믹 절점은 불완전한 형태의 비국부 영역을 구성하는데, 이를 통해 완전한 비국부 영역을 구성하는 내부 절점과 경계 근처의 절점에서 재료 물성치 효과가 달라지게 된다. 본 연구에서는 이와 같은 표면 효과를 보정하기 위해 비국부 체적 기반의 보정법을 도입하고, 표면 효과 보정이 다중적층 구조물의 파동 전파에 미치는 영향을 조사한다.

이 논문은 재료의 전기 전도도 분포를 재구성하는 전기임피던스 단층이미지 기법(electrical impedance tomography; EIT)을 제시한다. 이 문제는 구조물 표면의 전극에서 측정된 전위와 계산된 전위의 차를 최소화하여 전기 전도도의 공간적 분포를 재구성하는 최적화 문제로 정의된다. 전류 입력 시 전위를 구하는 정해석 문제의 수학적 모델로서 완전전극모델(complete electrode model; CEM)을 사용하였다. 완전전극모델은 전기 포텐셜에 대한 라플라스 방정식과 전류 입력에 따른 경계조건들로 구성되는 경계값 문제이다. 완전전극모델 해의 정확성을 검증하기 위하여 유한요소법을 이용해 구한 원형 구조물의 전위해와 Technology Computer Aided Design(TCAD) 소프트웨어를 사용해 얻은 결과를 비교하였다. 완전전극모델의 지배방정식과 경계조건을 구속조건으로 하는 최적화 문제를 라그랑주 승수법(lagrange multiplier method)을 이용해 비구속 최적화 문제로 전환하고 라그랑지안의 1차 최적화 조건으로부터 전극에서의 전위 차를 최소화하는 최적의 전기전도도 분포를 도출 하였다. 원형 균일영역의 전기 전도도 분포를 재구성하는 역해석 예제를 통해 완전전극모델 기반 EIT 프레임워크의 적용성을 검토하였다.

밴드갭은 기계적 파동의 전파가 금지되는 특정 주파수 범위를 의미한다. 본 연구는 경사도 기반의 설계 최적화 방법을 사용하여 낮은 가청 주파수 범위에서 밴드갭을 갖는 3차원 켈빈 격자를 설계하는 것을 목적으로 하고 있다. 블로흐 이론을 이용하여 무한주기 격자에서의 탄성파 전파를 해석하고, 기하학적으로 엄밀한 빔 이론에서 선형화를 통해 얻은 전단 변형 가능한 빔 모델을 사용하여 격자 구조 연결선을 모델링하였다. 주어진 격자 구성에서 중립 축 및 단면 두께를 B-spline 함수를 이용한 아이소-지오메트릭 매개화를 통해 설계 변수로 정의하고, 격자 구조의 밴드갭의 크기를 극대화하는 최적 설계를 수행하였다.

It was turned out by shrimp beam trawl monthly survey from March, 2015 to February, 2016 that different species composition and abundance of the fish assemblages in Sacheon Bay and coastal waters off Namhae, Korea were compared. As a result of monthly measured sea temperature and salinity of Sacheon Bay and coastal waters off Namhae, sea temperature of both areas was changed seasonally; however, differences in sea temperature occurred during certain periods depending on the region. Salinity was generally low in Sacheon Bay affected by fresh water, and both areas was low in summer and high in winter. A total of 73 species representing 37 families were collected in Sacheon Bay. The dominant fish species in terms of numbers and biomass were Liparis tanakae, 23,077 inds./km2, 332.1 kg/km2. A total of 91 fish species representing 49 families were collected in coastal waters off Namhae. The dominant fish species in terms of numbers were Leiognathus nuchalis, 139,683 inds./km2 and biomass were Chelidonichthys spinosus, 1,078.6 kg/km2. Analysis of dendrogram of the clustering showed that Sacheon Bay and coastal waters off Namhae were distinctive featured (global R = 0.691, p = 0.017). And except of summer season (July-October), there was a distinctive feature seasonally (global R = 0.844, p = 0.001). The fish species that appeared in common in both areas, where fish species caught in Sacheon Bay, an important inner bay,were smaller than those caught in coastal waters off Namhae appeared. It presented that Sacheon Bay plays a more important role in spawning and nursery ground for fisheries resource than coastal waters off Namhae, Korea.

2017년 발생한 포항 지진으로 인하여 천장재, 외장재, 커튼월 등 비구조재의 파괴에 의한 피해가 다수 보고되었으며 비구조재의 내진설계가 중요해지고 있다. 본 연구에서는 임팩트해머 테스트를 통해 행어볼트 길이에 따른 천장재의 고유진동수와 감쇠비를 식별하였다. 또한 천장재가 벽 또는 다른 구조체에 충돌하는 경우 발생하는 충격효과를 정확히 고려하기 위해 충돌실험을 수행하였다. 식별된 천장재의 동특성과 충격지속시간을 바탕으로 실제로 천장재가 지진하중으로 인하여 주변 구조물과 충돌이 발생하는 경우에 대한 천장재 응답특성을 수치해석을 통하여 분석하였다. 수치해석 시뮬레이션 결과, 충격하중은 이격거리에 따라 선형적으로 증가하는 경향을 보였으며, 달대길이와는 무관한 것으로 나타났다.