• International Journal of Concrete Structures and Materials
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• 제18권3E호
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• pp.199-205
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• 2006

The composite frame system with reinforced concrete column and steel beam can be improved in its structural efficiency by complementing the shortcomings of the two systems. The system, however, has many inherent problems in practical design and construction process due to the dissimilarities of the materials. Considering these circumstance, this research aims for the development of a composite structural system which connects the steel beams to the R/C columns with higher structural safety and economy. Basically, the proposed connection system is composed of four split tees, structural angles reinforced by a stiffener, high strength steel rods, connecting plates and shear plates. Structural tests have been carried out to investigate the moment transfer mechanism 1Tom the beam flange to steel rods or connecting plates through the structural angle reinforced by a stiffener. The four prototype specimens have been tested until the flange of the beam reached a plastic state. The test results indicated that no distinct material dissimilarities between concrete and steel have been detected for the proposed hybrid beam-column connection system and that the stress transfer through the structural angle between the beam flange and steel rods or connecting plates was very encouraging.

• 정보과학회 컴퓨팅의 실제 논문지
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• 제22권1호
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• pp.26-31
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• 2016

Migrim(Migration enhanced Grid Middleware)은 임베디드 단말과 다중 서버들 간의 통신 미들웨어이다. 기존의 통신 미들웨어는 단말이 서버의 자원 상태를 알지 못하기 때문에, 특정 서버에 부하가 집중될 경우에도 그 서버로 계속 요청을 보내는 문제가 있다. 또한 단말은 서버가 가진 정보를 알 수 없기 때문에, 트랜잭션 처리 결과에 대한 정확도를 보장하기 어렵다. 병목현상과 응답 정확도 문제 해결을 위해, 본 논문에서는 Migrim에 적용한 커넥션 이전과 트랜잭션 이전 기법을 제안한다. 커넥션을 다른 서버로 위임하는 과정인 커넥션 이전을 통해 전체 서버에 부하를 균등하게 분산시킬 수 있고, 트랜잭션 처리를 다른 서버로 위임하는 과정인 트랜잭션 이전을 통해 응답의 정확도를 높일 수 있다.

• Structural Engineering and Mechanics
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• 제56권1호
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• pp.67-83
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• 2015

The load transfer mechanism and load-bearing capacity of cast steel joints for H-shaped beam to square tube column connection are studied based on the deformation compatibility theory. Then the monotonic tensile experiments are conducted for 12 specimens about the cast steel joints for H-shaped beam to square tube column connection. The findings are that the tensile bearing capacity of the cast steel joints for beam-column connection depends on the ring of cast steel stiffener. The tensile fracture happens at the ring of the cast steel stiffener when the joint fails. The thickness of square tube column has little influence on the bearing capacity of the joint. The square tube column buckles while the joint without concrete filled, but the strength failure happens for the joint with concrete filled column. And the length of welding connection between square tube column and cast steel stiffener has little influence on the load-bearing capacity of the cast steel joint. Finally it is shown that the load-bearing capacity of the joints for H-shaped beam to concrete filled square tube column connection is larger than that of the joints for H-shaped beam to square tube column connection by 10% to 15%.

• Earthquakes and Structures
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• 제9권3호
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• pp.541-562
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• 2015

This paper aims at developing the knowledge on the seismic behavior of dowel beam-to-column connections, typically employed in precast buildings in Europe. Despite the large diffusion of the industrial buildings, a high seismic vulnerability was exhibited by these structures, mostly due to the connection systems deficiencies, during some recent earthquakes (Emilia 2012, Turkey 2011). An experimental campaign was conducted on a typical dowel connection between an external column and a roof beam. In this paper, the performed cyclic shear test is described. According to the experimental results, the seismic response of the system is evaluated in terms of strength, stiffness and failure mechanism. Moreover, the complete damage pattern of the test is described by means of the instrumentations records. The connection failure occurred due to the concrete cover failure in the column (splitting failure). Such a mechanism corresponds to a negligible energy dissipation capacity of the connection, compared to the overall seismic response of the structure. The experimental results are also compared with the results of a similar monotonic shear test, as well as with some literature relationships for predicting the strength of dowel connections under horizontal (seismic) loads.

• 한국전자거래학회지
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• 제4권3호
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• pp.235-246
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• 1999

There have been several approaches to integrating heterogeneous database systems in enterprises. Due to their inherent limitations, however, it has been difficult to apply them to actual situations in enterprises. In this paper, we propose EasyConnection, a system that is based on the flexible and extensible architecture and overcomes the limitations of the previous approaches, EasyConnection consists of Wrappers, Sharing Manager, and Clients, and the connections among these components are based on CORBA. It can also be used as the information management mechanism for such application systems as ERP, PDM, and EAI.

• 한국멀티미디어학회논문지
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• 제9권1호
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• pp.89-100
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• 2006

OBS 망을 위한 GSMP 개방형 인터페이스 도입은 OBS 망의 전달평면과 제어평면의 분리를 실현하여 OBS 스위치의 구현을 단순화시키고, 망의 다양한 융통성을 제공한다. 그러나 GSMP 프로토콜의 실행 오버헤드로 인하여 연결설정이 증가하는 단점이 있다. 또한 GSMP 개방형 인터페이스에서 망 관리의 위치가 제어기인지, 스위치인지 명확하게 규정되어 있지 않으며, OBS에 대한 망 관리의 연구결과는 전무한 상태이다. 본 논문에서는 GSMP 개방형 인터페이스 기반의 OBS 망에서 연결설정 지연을 최소화하기 위하여 중앙집중형 연결제어 서버를 이용한 병렬형 연결설정 메커니즘을 제안한다. 또한 GSMP 개방형 인터페이스가 적용된 OBS 망의 연결, 구성, 성능 및 장애관리를 위한 관리객체를 정의하고, 이들 관리 정보가 관리 기능별로 OBS 스위치와 제어기에 분산되어 탑재되는 분산 망 관리 모델을 제안한다. 제안한 병렬형 연결설정 메커니즘 및 분산 망 관리 모델을 이용한 망 관리 기능의 구현을 통하여 OBS 제어 및 망 관리의 실현성을 확인하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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• pp.597-602
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• 1998

The composite systems, consisting of R/C Columns-Steel Beams, are reasonable structures because of their constructional and economical advantages, workability and so on. But, it is difficult to apply the composite systems to actual design due to material dissimilarity and complicate stress flow in the connection. This study aims to propose the hybrid beam-column connection system with structural tee and through experimental research make clear the shear and moment resistance capacity and stress transfer mechanism.

• 한국사이버테러정보전학회:학술대회논문집
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• 한국사이버테러정보전학회 2004년도 제1회 춘계학술발표대회
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• pp.233-239
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• 2004

본 논문에서는 현재 네트워크 환경에서 Stepping Stones을 이용한 경유지 우회 공격에 대한 침입자 추적 메커니즘을 제안한다. 침입자는 피해시스템에서 공격자의 IP주소 노출을 피하기 위하여 피해시스템을 직접 공격하지 않고 Stepping stone을 이용하여 경유지 우회 공격을 수행한다. 우리는 이와 같은 경유지 우회 공격 발생 시 공격자의 IP주소의 추적을 목적으로 한다. 침입자 추적은 크게 두 가지 분류로 나뉘어 진다. 첫째는 IP Packet traceback, 둘째는 Connection traceback 이다. 본 논문에서는 Connection traceback에 공격을 다루며, 운영체제의 프로세스 구조를 이용하여 공격자 또는 Stepping stone(경유지)을 구분하여 침입자의 위치를 추적한다.

• Steel and Composite Structures
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• 제44권3호
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• pp.339-351
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• 2022

A mortar-filled rectangular hollow structural section (RHS) can increase a structural section property as well as a compressive buckling capacity of a RHS member. In this study, the tensile performance of newly developed mortar-filled RHS members was experimentally evaluated with various connection details. The major test parameters were the type of end connections, the thickness of cap plates and shear plates, the use of stud bolts, and penetrating bars. The test results showed that the welded T-end connection experienced a brittle weld fracture at the welded connection, whereas the tensile performance of the T-end connection was improved by additional stud bolts inserted into the mortar within the RHS tube. For the end connection using shear plates and penetrating stud bolts, ductile behavior of the RHS tube was achieved after yielding. The penetrating bars increased load carrying capacity of the RHS. Based on the analysis of the load transfer mechanism, the current design code and test results were compared to evaluate the tensile capacity of the RHS tube according to the connection details. Design considerations for the connections of the mortar-filled RHS tubes were also recommended.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.129-133
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• 2008

For the construction of Top-Down structures, it is crucial to have a solid connection between prefounded columns and slabs. This paper presents a new construction method for the connection when using a circular Concrete Filled Tube (CFT) as a prefounded column as an alternative to currently using wide flange type columns. The development of shear studded jackets along with a shear band suitable for the circular shape of the column has been made. The details and mechanism of the connection is explained together with the results of experiments which verified the structural integrity of the connection.