• 한국터널지하공간학회 논문집
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• 제18권5호
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• pp.441-451
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• 2016

본 연구에서는 쉴드 TBM에 의한 대심도 복층터널의 계획 시 세그먼트 라이닝의 거동을 주요 구조물인 내부 슬래브의 연결구조 형식에 따라 검토하였다. 복층터널의 내부슬래브와 세그먼트 라이닝 설계 요구조건을 정립하기 위하여 용도에 따라 내부 구조물의 형식을 정의하고, 터널 라이닝과 내부 슬래브의 연결구조를 비교하였다. 그리고 MIDAS Civil 2012 프로그램으로 빔-스프링 모델을 이용하여 수치해석을 수행하였다. 본 연구결과 중간슬래브 및 하부슬래브, 내부슬래브와 세그먼트 라이닝의 연결 형식 그리고 측압계수들은 복층터널 계획시 주요 설계사항임을 확인하였다.

• 인터넷정보학회논문지
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• 제6권2호
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• pp.13-24
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• 2005

컴포넌트 조합을 통한 소프트웨어 개발은 Time-To-Market을 위한 시대적인 흐름이며 소프트웨어의 짧은 생명주기(Lifecycle) 를 극복할 수 있는 방안이다. 그러므로 효과적으로 컴포넌트를 통합하기 위한 기법들이 연구되어 왔다. 그러나 체계적이고 실용적인 기법들의 연구가 미흡하였다. 컴포넌트 통합을 위한 핵심 중에 하나는 통합을 위한 스펙을 어떻게 정의하느냐와 그 통합 스펙을 운영하기 위한 컴포넌트 아키텍쳐를 어떻게 구성하느냐 이다. 본 논문은 특화가 가능한 복합 컴포넌트를 개발하기 위해 컴포넌트 아키텍쳐를 기반으로 컴포넌트간의 조합을 위한 가변성 설계 기법을 제안하며 가변성 중에 컴포넌트간의 메시지의 흐름인 워크플로우(Workflow)에 대한 가변성 설계 기법을 제안한다. 본 기법은 컴포넌트 아키텍쳐 기반의 연결 계약(Connection Contract)을 설계하는 것이 핵심이다. 연결 계약은 컴포넌트의 제공 인터페이스(Provided Interface)를 사용하여 설계하며 이 연결 계약에 의해 동적으로 컴포넌트를 조합하고 특화(Customiztion)할 수 있는 기법을 제공한다.

• 대한건축학회논문집:구조계
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• 제34권1호
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• pp.11-18
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• 2018

An experimental study on the ultimate behaviors of the mild carbon steel (SPHC) fillet-welded connection is presented in this paper. Seven specimens were fabricated by the shielded metal arc welding (SMAW). All specimens failed by typical block shear fracture in the base metal of welded connections not weld metal. Block shear fracture observed in the base metal of welded connection is a combination of single tensile fracture transverse to the loading direction and two shear fractures longitudinal to the loading direction. Test strengths were compared with strength predictions by the current design equations and suggested equations by previous researchers. It is known that current design specifications (AISC2010 and KBC2016) and Oosterhof & Driver's equation underestimated overly the ultimate strength of the welded connection by on average 44%, 31%, respectively and prediction by Topkaya's equation was the closest to the test results. Consequently, modified equation is required to be proposed considering the stress triaxiality effect and material property difference on the block shear strength for base metal fracture in welded connections fabricated with mild carbon steel.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.2101-2105
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• 2003

Recently the number of Internet users has very sharply increased, and the number of intrusions has also increased very much. Consequently, security products are being developed and adapted to prevent systems and networks from being hacked and intruded. Even if security products are adapted, however, hackers can still attack a system and get a special authorization because the security products cannot prevent a system and network from every instance of hacking and intrusion. Therefore, the researchers have focused on an active hacking prevention method, and they have tried to develop a traceback system that can find the real location of an attacker. At present, however, because of the characteristics of Internet - diversity, anonymity - the real-time traceback is very difficult. To over-come this problem the Network-based Real-Time Connection Traceback System (NRCTS) was proposed. But there is a security problem that the victim system can be hacked during the traceback. So, in this paper, we propose modified NRCTS with connection redirection technique. We call this traceback system as Connection Redirected Network-based Real-Time Connection Traceback System (CR-NRCTS).

• 한국정보처리학회논문지
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• 제7권6호
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• pp.1932-1940
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• 2000

We must solve problems caused by mobile computing environments for supporting efficient mobile computing services. The problem is the use of wireless medium having high error rates and low bandwidth, and the sudden network disconnection to reduce the power consumption of a mobile host and the cost of the network connection. For these problems, we proposed the architecture of the partial connection manager and designed and implemented that in this paper. In particular, The partial connection manager creates the limited number of mobile agents according to priority and sends them in parallel to server systems and combines results of them process rapidly the user request. By applying the proposed partial connection manager to the mobile computing services called cybermarket, we knew that the mobile agent technique could be suited to the mobile computing environment and overcome the partial connection problem caused by eh mobile computing environment.

• 한국소음진동공학회논문집
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• 제11권7호
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• pp.287-294
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• 2001

The identification of connection stiffnesses of bolted structures is presented using FRT-based substructural sensitivity analysis. The substructural design sensitivity formula is derived and plugged into the optimization module of MATLAB to identify connection stiffnesses of an air-conditioner compressor or passenger Car. The air-conditioner composed of a compressor and a bracket, is analysed by using the FRT-based substructural(FBS) method to obtain FTRs an FE model is generated for the bracket, and the impact hammer test is performed for the compressor, Obtained FRTs are combined to calculate the reaction force at the connection point and the system response. By minimizing the difference between a target FRT and calculated one the connection element properties of the air-conditioner syste are identified It is shown that the proposed identification method is effective for a real problem.

• Wind and Structures
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• 제31권5호
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• pp.381-392
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• 2020

Despite that the failure of sign structure may not have disastrous consequence, its sheer number still ensures the need for rigorous safety standard to regulate their maintenance and construction. During its service life, a sign structure is subject to extensive wind load, sometimes well over its permissible design load. A fragility analysis of a sign structure offers a tool for rational decision making and safety evaluation by using a probabilistic framework to consider the various sources of uncertainty that affect its performance. Wind fragility analysis was used to determine the performance of sign structure based on the performance of its connection components. In this study, basic wind fragility concepts and data required to support the fragility analysis of the sign structure such as sign panel's parameters, connection component's parameters, as well as wind load parameters were presented. Fragility and compound fragility analysis showed disparity between connection component. Additionally, reinforcement of the connection system was introduced as an example of the utilization of wind fragility results in the retrofit decision making.

• Steel and Composite Structures
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• 제51권5호
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• pp.487-498
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• 2024

Steel moment resisting frames (MRFs) typically have inter-story drift concentrations at lower stories during earthquakes as found from previous research. Hinged walls (HWs) can be used as structural strengthening components to force the MRFs deform uniformly along the building height. However, large moment demands are often observed on HWs and make the design of HWs non-economical. This paper proposes a method to reduce the moment demand on HWs using a ductile connection system between the MRFs and the HWs. The ductile connection system is designed with a yield strength and energy dissipation capacity, for the purpose of limiting the seismic forces transferred to the HWs and dissipating seismic energy. Nonlinear time history analyses were performed using 10 far-filed earthquakes at maximum considered earthquake level. The analysis results show that the proposed ductile connection system can reduce: (1) seismic moment demands in the HWs; (2) floor accelerations; (3) the connection force between HWs and MRFs.

• 대한전자공학회논문지SD
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• 제43권10호
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• pp.68-73
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• 2006

본 논문에서는 SoC(System On a Chip)의 효율적인 설계와 빠른 검증을 위해서 Active-HDL과 Matlab의 Simulink를 연동하여 HDL, SystemC 및 알고리즘 레벨의 추상화를 동시에 통합하여 시뮬레이션 할 수 있는 방법론을 제시하고, 이를 이용한 다채널 스피커의 직렬연결 기법을 설계 및 구현하였다. 구현은 ARM 프로세서와 Xilinx Virtex4 FPGA를 기반으로 하고 AMBA 버스를 사용하여 연동하는 SoC Master 보드 상에서 이루어졌다. 이러한 방법은 하드웨어 부분의 RTL 코드를 IP화하여 소프트웨어 부분과 동시에 검증 할 수 있는 장점을 가지고 있으며 직렬 연결 스피커 시스템과 같이 많은 신호처리를 하는 부분에서 쉽고 빠르게 설계를 진행할 수 있음을 보였다.

• Journal of the Korean Wood Science and Technology
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• 제33권2호통권130호
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• pp.8-16
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• 2005

In an effort to encourage the development of value added engineered applications for small diameter round timber, research is being conducted to develop and verify design guidelines for connections with specific application to round timbers. The objective of this research is to provide potential users with a number of viable connection options applicable in the fabrication of engineered, round wood structural components and systems. Target uses include trusses, built up flange beams and space frames. This paper presents information on a mortised steel plate connection fabricated using powder driven nails in 6 cm diameter Japanese Larch. The design load for PDN connections are around 1.3 kN per nail with strip and 0.8 kN per nail without stripe. The design model for PDN connectors could be chosen by the number of nails. If the number of nails are more than the critical number between nail bearing and wood failure, the wood failure model could be the way to design the structure safely. The wood failure model needs to be studied more but the model could be the tensile and cleavage mixed failure model.