• Earthquakes and Structures
• /
• 제25권2호
• /
• pp.89-97
• /
• 2023

In order to obtain the impact of socket connection interface forms and socket gap sizes on the seismic performance of reinforced concrete (RC) socket prefabricated bridge piers, quasi-static tests for three socket prefabricated piers with different column-foundation connection interface forms and reserved socket gap sizes, as well as to the corresponding cast-in-situ reinforced concrete piers, were carried out. The influence of socket connection structure on various seismic performance indexes of socket prefabricated piers was studied by comparing and analyzing the hysteresis curve and skeleton curve obtained through the experiment. Results showed that the ultimate failure mode of the socket prefabricated pier with circumferential corrugated treatment at the connection interface was the closest to that of the monolithic pier, the maximum bearing capacity was slightly less than that of the cast-in-situ pier but larger than that of the socket pier with roughened connection interface, and the displacement ductility and accumulated energy consumption capacity were smaller than those of socket piers with roughened connection interface. The connection interface treatment form had less influence on the residual deformation of socket prefabricated bridge piers. With the increase in the reserved socket gap size between the precast pier column and the precast foundation, the bearing capacity of the prefabricated socket bridge pier component, as well as the ductility and residual displacement of the component, would be reduced and had unfavorable effect on the energy dissipation property of the bridge pier component.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2003년도 봄 학술발표회 논문집
• /
• pp.305-312
• /
• 2003

Recently, with a progressive development of hardware of computer, the internet and network technology, the environment of construction varies rapidly due to increase the complex form in structure shape and system. With variations, the CAD system for design and products also varies from 2D system to 3D system. This study mainly deals with the methodology of automatic connection design of 3D CAD system, steel connection system (XSteel) using macro. First, using design program in the steel connection system, Xsteel, the joint connection macro will be made up and established the detail classes of design. The next, Database Program (Converter Program) related to the general structural analysis program (MIDAS) and the steel connection program (Xsteel) is constructed for data interface between two programs. From this study, if the merits of 3D CAD system and converter program are utilized well, it is expected that the time needed in modeling and the amounts due to material loses decrease gradually.

• Steel and Composite Structures
• /
• 제17권5호
• /
• pp.573-599
• /
• 2014

A new type of connection for steel-concrete composite bridges was developed by the Steel Structures Laboratory of Ecole Poytechinque $F{\acute{e}}d{\acute{e}}rale$ de Lausanne. Resistance to longitudinal shear is based on the development of shear stresses in the confined interfaces which form the connection. Confinement is provided by the reinforced concrete slab which encloses the connection and restrains the uplift (lateral separation) of the interfaces by developing normal stresses. The experimental investigation of the interfaces, under static and cyclic loading, enabled the development of the laws describing the structural behaviour of each interface. Those laws were presented by the authors in previous papers. The current paper focuses on the continuity of the research. It presents the experimental investigation on the new connection by means of push-out tests on specimens submitted to static and cyclic shear loading. Investigation revealed that the damage in the connection, due to cyclic loading, is expressed by the accumulation of a residual slip. A safe fatigue failure criterion is proposed for the connection which enabled the verification of the connection for the fatigue limit state with respect to the limit of fatigue. A numerical model is developed which takes into account the laws describing the interface behaviour and the analytical expressions for the confinement effect, the latter obtained by performing finite element analysis. This numerical model predicts the shear resistance of the connection and enables to assess its fatigue limit which is necessary for the fatigue design proposed.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2001년도 추계학술대회 논문집
• /
• pp.459-462
• /
• 2001

Interface effects on properties of NTC thermistors having Mn-Co-O spinel crystal structure system are analyzed by a mixing rule in case of mixed types and layered types between CuO and Al$_2$O$_3$ added compounds. With adding CuO and Al$_2$O$_3$, The compounds form completely solid solution and their resistance and B constant are changed due to the variation of conduction electrons by their ionic substitutions. The properties of mixed NTC thermistors are depended on the logarithmic mixing rule by a dispersed phase and they show slightly lower values due to the lattice mixing affect in compared with calculated values. The resistance of layered NTC thermistors is depended upon the series mixing rule containing the value of an interface layer and effected by the variation of its thickness, and it is changed rapidly to the logarithmic mixing rule by the connection between two layers with increasing the interface layer

• Structural Engineering and Mechanics
• /
• 제86권5호
• /
• pp.663-671
• /
• 2023

Freeze-thaw cycles induce strength loss at the frozen soil-concrete interface and deterioration of bonding, which causes construction engineering problems. To clarify the deterioration characteristics of the interface under the freeze-thaw cycle, a frozen soil-concrete sample was used as the research object, an interface scanning electron microscope test under the freeze-thaw cycle was carried out to identify the micro index information, and an interface shear test was carried out to explore the loss law of interface shear strength under the freeze-thaw cycle. The results showed that the integrity of the interface was destroyed, and the pore number and pore size of the interface increased significantly with the number of freeze-thaw cycles. The connection form gradually deteriorates from surface-to-surface contact to point-to-surface contact and point-to-point contact, and the interfacial shear strength decreases the most at 0-3 freeze-thaw cycles, with small decreases from to 3-8 cycles. After 12 freeze-thaw cycles, the interfacial shear strength tends to be stable, and shear the failure occurs internally in the soil.

• 디자인학연구
• /
• 제13권1호
• /
• pp.139-148
• /
• 2000

디지털 기술의 발전으로 컴퓨터와 정보 통신 기술이 결합하여 하나의 시스템에서 다매체 즉 인터그레이티드 미디어(Integrated media)를 가능케 하였다. 인터그레이티드 미디어는 통합적 미디어에 의한 정보 전달방법으로 인간의 정보 전달 체계와 가장 유사한 형태로 발전되어 왔다. 따라서 인터페이스 분야에서도 형태적인 발전에 따라 인간과 컴퓨터의 상호작용(Human Computer Interaction)이라는 중요한 테마로 발전하였다. 인터페이스의 형태적 발전은 디자인 분야에서도 재정립되고 있지만 많은 분야의 동시 접목과 제품개발에 있어 체계성 부족으로 활용이 지체되고 있다. 본 연구는 MP3 자판기 개발 사례를 바탕으로 정보전달 형태 개발을 위한 요소들을 재구성함으로써 인터페이스의 새로운 모델을 구축하기 위한 시도이다. 체계적인 분류를 위하여 인터페이스를 인지적인 면과 조형적인 면을 분류하고, 하드웨어와 소프트웨어로 분류하여 누구나 쉽게 이해할 수 있도록 정립하였으며, 결과적으로 새로운 통합적 인터페이스(Integrated Interface)의 패러다임(Paradigm)을 제시함으로써 디자인의 새로운 방향 즉 통합적 아이덴티티를 구축을 위한 기본 틀을 제시하였다.

• 한국항공우주학회지
• /
• 제35권2호
• /
• pp.157-164
• /
• 2007

발사체 접속링은 위성체와 발사체간의 접속부로서 위성체에서 발생하는 모든 구조적 하중을 발사체로 전달시켜주는 역할을 하며, 가장 극심한 하중을 받는 부위 중의 하나이다. 특히, 통신해양기상위성은 비대칭적인 하중의 대형 연료탱크로 인해 발사체 접속링에 연료탱크 지지대라는 구조물이 필요하다. 본 논문에서는 통신해양기상위성의 초기설계단계에서 연료탱크 지지대의 적합한 형상을 결정하기 위한 연구를 수행하였다. 이를 위해 발사하중과 설계제한조건을 분석하고, 최적화 알고리즘과 구조물 단순화 기법을 사용하였다. 제안한 3가지 형상 중 Model 3이 하중감소에 있어 강점이 있었으나, 최종적으로 Model 1이 무게중심 조절 및 제작의 용이성 등을 고려할 때 통신해양기상위성을 위해 가장 적합하게 적용될 수 있을 것이다.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2001년도 추계학술대회 논문집 Vol.14 No.1
• /
• pp.459-462
• /
• 2001

Interface effects on properties of NTC thermistors having Mn-Co-O spinel crytal structure system are analyzed by a mixing rule in case of mixed types and layered types between CuO and $Al_{2}O_{3}$ added compounds. With adding CuO and $Al_{2}O_{3}$, The compounds form completely solid solution and their resistance and B constant are changed due to the variation of conduction electrons by their ionic substitutions. The properties of mixed NTC thermistors are depended on the logarithmic mixing rule by a dispersed phase and they show slightly lower values due to the lattice mixing affect in compared with calculated values. The resistance of layered NTC thennistors is depended upon the series mixing rule containing the value of an interface layer and effected by the variation of its thickness, and it is changed rapidly to the logarithmic mixing rule by the connection between two layers with increasing the interface layer.

• 정보처리학회논문지D
• /
• 제10D권2호
• /
• pp.293-300
• /
• 2003

인터넷의 급속한 성장과 웹 관련 기술이 더 복잡해지면서 웹 응용 소프트웨어의 품질과 신뢰성이 중요하게 되었다. 웹 기반 소프트웨어는 전 세계에 흩어져 있는 수많은 사용자들을 대상으로 한다는 면에서 품질과 시험 방법 또한 중요하다. 이 논문은 브라우저 객체를 이용하여 HTML 웹 페이지의 사용자 입력 부분에 대한 테스트 케이스를 자동적으로 실행할 수 있는 방안을 제시하고 Javascript로 매핑하여 자동화가 가능함을 보였다. 스크립트 작성기를 만들면 Javascript를 작성하는 오버헤드를 줄일 수도 있다. 작성된 테스트 스크립트는 웹 기반 소프트웨어의 리그레션 테스트에 반복적으로 사용할 수 있다.

• 인터넷정보학회논문지
• /
• 제7권3호
• /
• pp.13-30
• /
• 2006

본 논문에서는 자동차 관리 및 진단, 차량 편의장치 제어 동의 보다 향상된 텔레매틱스 서비스 제공을 위해 단말기용 서비스 플랫폼을 설계 구현한다. 서비스 플랫폼은 텔레매틱스용 소프트웨어를 개발하는 개발자에게 하부 자동차 내부 네트워크와 각종 하드웨어 장치, 무선 네트워크 장치에 독립적인 개발방법을 제공한다. 이를 위해 각 장치별로 제공되는 서비스를 분류하고 정형화한 텔레매틱스 API(Application Programming Interface)를 설계하였다. 제안된 서비스 플랫폼은 무선 네트워크 장치들과 단말기 간의 데이터 송수신을 위한 무선 접속부분과 자동차 내부 네트워크 장치들의 서비스를 위한 CAN 네트워크 부분, 위치기반 서비스를 위해 필요한 GPS 데이터 수신부분, 그리고 이기종의 네트워크 간 통신 시 발생하는 상이한 데이터 포맷의 상호 호환성을 위한 메시지 파서 부분으로 구성된다.