• 한국해양공학회지
• /
• 제4권1호
• /
• pp.25-34
• /
• 1990

케이싱과 배관 연결(connection)의 구조적이고 기능적인 능력은 가스와 기름을 안전하고 효과적으로 발견하고 개발하는데 매우 중요하다. 이 글에서는 이러한 연결에 관한 일반적이고 기술적인 정보를 소개하였다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2011년도 추계 학술논문 발표대회
• /
• pp.169-170
• /
• 2011

In the connection of green frame, the bottom rebar of the precast concrete beam needs joint or anchorage to ensure structural integrity. However, given the characteristics of composite precast concrete joint, enough length over which rebar can be anchored or lap-spliced is not secured. In addition, due to issues with constructability, cost or quality, it is difficult to apply welding or mechanical connection techniques. Therefore, this study analyze the requirement for a bolt-type rebar coupler as a solution for the coupling issue between the lower rebars of green frame beam. The requirement for bolt-type rebar coupler proposed herein will provide basic data for development studies of the rebar coupler.

• 한국산업융합학회 논문집
• /
• 제9권3호
• /
• pp.183-190
• /
• 2006

Generally, application of steel pile as deep foundation member needs specials requirement for the connection method between steel pipe and concrete footing. To investigate real compressive behavior of connection member between steel pipe pile and concrete footing, three specimens were tested with carefully designed experimental system. Main test variable is the connection method between steel pipe pile and concrete footing. The bolted bonding method and hook bonding method was considered as the connection method in this study. From the test results gained from experiment, it was conformed that two types of connection method have the almost same compressive resistance capacity. Therefore, we can conclude that these two connection methods can be used as the strengthening method to verify the compressive composite action of concrete and steel pipe pile.

• Steel and Composite Structures
• /
• 제28권6호
• /
• pp.767-778
• /
• 2018

The purpose of this study is to investigate how a fully restrained bolted beam splice affects the connection behavior as a column-tree connection in steel special moment frames under cyclic loading when located within the plastic hinge zone. The impacts of this attachment in protected zone are observed by using nonlinear finite element analyses. This type of splice connection is designed as slip-critical connection and thereby, the possible effects of slippage of the bolts due to a possible loss of pretension in the bolts are also investigated. The 3D models with solid elements that have been developed includes three types of connections which are the connection having fully restrained beam splice located in the plastic hinge location, the connection having fully restrained beam splice located out of the plastic hinge and the connection without beam splice. All connection models satisfied the requirement for the special moment frame connections providing sufficient flexural resistance, determined at column face stated in AISC 341-16. In the connection model having fully restrained beam splice located in the plastic hinge, due to the pretension loss in the bolts, the friction force on the contact surfaces is exceeded, resulting in a relative slip. The reduction in the energy dissipation capacity of the connection is observed to be insignificant. The possibility of the crack occurrence around the bolt holes closest to the column face is found to be higher for the splice connection within the protected zone.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2002년도 학술.기술논문발표회
• /
• pp.37-41
• /
• 2002

Lap splice is used in building construction up to recently. As buildings become higher and larger, the use of high tensile bar is increasing due to increasing in the use of high compression concrete. However the using of high tensile bar in lap splice causes eccentricity and difficulty in placing of concrete inside the form, therefore not allowing enough intervening material. Various mechanical connection are being developed but the coupler of today needs either a secondary intervening material or secondary processing that consumes much time. Therefore a coupler, needing neither a secondary intervening material nor secondary processing, was made in this study which lead to following results. (1) Breaking occurred in all experimented rebar. (2) Acquirement of tension exceeding the standard requirement. (3) Acquirement of elongation percentage within the standard requirement.

• 대한안전경영과학회:학술대회논문집
• /
• 대한안전경영과학회 2008년도 추계학술대회
• /
• pp.491-503
• /
• 2008

As customer needs become diversified, there are many efforts to develop creative ideas on the products to satisfy the customer requirement. Also it is very important to classify the customer requirement to the product's quality. According to the previous study, the idea of the products by collecting opinions and brainstorming is mainly studied in new product development. To create the attractive quality for the product, Kano model has commonly been used. However, the brainstorming in the stage of create ideas has the problem of lower linkage between purpose and idea and lower quality of new idea. Therefore, the paper suggests a way to invent more creative ideas by comparing forced connection method to the brainstorming that is applied to the Kano model.

• 한국통신학회논문지
• /
• 제38C권3호
• /
• pp.247-253
• /
• 2013

본 논문에서는 선박 통합 게이트웨이를 이용하여 선박 내 기기를 하나의 네트워크로 연결하는 선박 네트워크(Ship Area Network)에 대하여 네트워크의 구조를 분석하고 모든 기기의 연결을 담당하는 선박 통합 게이트웨이의 망요소적 역할 및 필요 최소 성능에 대해 분석한다. 이를 위하여 선박 내 네트워크에 대한 참조망 구조 및 종단간 연결에 대해 분석하고 트래픽 모델 및 선박 네트워크의 요구사항을 분석하였다. 그리고 이를 바탕으로 선박 통합 네트워크 구조를 반영하는 네트워크 시뮬레이터를 설계하였다. 망요소에 대한 성능 평가 결과, 제안한 네트워크에서 통합 게이트웨이가 스위치로서 동작하고 약 30,000 packets/s 이상의 성능을 보유하였을 때, 선박 네트워크가 선박 내부의 트래픽을 안정적으로 전송하였음을 확인할 수 있었다.

• 한국안전학회지
• /
• 제34권3호
• /
• pp.50-56
• /
• 2019

Precast members have relatively good quality because they are manufactured in an environment suitable for quality control. A typical precast method in which pre-fabricated segments are assembled in the field requires a joint. Although the joint is a small part of the member, it greatly affects the behavior and quality of the structural member. In the previous study of this paper, the flexural strength of a joint, which is generally applied to half-depth precast deck systems, was verified to have higher strength than the design requirement. In addition, the proposed joint has been verified to have higher strength by reinforcing the connecting rebar. However, even if the flexural strength of the joints is sufficient, excessive deflection or lack of fatigue performance is likely to cause cracks in the half-depth precast deck system. In this study, the serviceability of the half-deck precast panel specimens with joints was evaluated and the experimental verification was conducted to evaluate the fatigue performance of the joint without connection rebar. As a result, the serviceability such as deflection and crack width was found to be higher than the design requirement in all the specimens. In the fatigue test, the fatigue effect was insignificant even in the absence of connection rebar.

• 조명전기설비학회논문지
• /
• 제28권7호
• /
• pp.69-74
• /
• 2014

Recently, IEC published new standards about the requirements and tests for lightning protection system(LPS) components. If components are used for LPS, they should comply with the IEC standards. This paper, we collected six specimens for the metallic connection components using in domestic, and it tested for withstand lightning current which according to the IEC 62561-1. As a result, only one specimen meet this performance requirement. The specimen is the metallic connection component with four bolts fixed. Therefor, when designing of LPS in domestic, the metallic connection components shall be taken into account for the selection of the withstand lightning current. In addition, we need to develop for LPS components product and the national standards.

• 정보처리학회논문지C
• /
• 제8C권1호
• /
• pp.88-96
• /
• 2001

미래의 이동 통신망은 ATM 기술을 이용한 B-ISDN 근간망에 WATM 기술을 이용해서 사용자에게 높은 대역의 연결 서비스와 QoS 서비스를 제공할 것이다. 이런 포괄적인 망에서 이동 단말기를 갖는 사용자의 이동성을 지원하면서 ATM 망의 고유 특성인 셀 순서 유지, 셀 중복 방지 등을 만족하면서 셀의 손실을 없애고 동시에 셀 버퍼링으로 인한 버퍼 오버헤드를 최소화 할 수 있는 핸드오프 방법이 필요하다. 본 논문은 기존의 핸드오프 방법에 대한 분석을 토대로 멀티캐스트 연결을 이용해서 셀의 손실을 없애고 버퍼 오버헤드를 줄이는 핸드오프 방법을 제안했다. 제안한 방법은 MT가 현재 AP 영역에서 정확하게 수신한 데이터에 대해 각 멤버 AP들에게 통보하면, 멤버 AP가 MT의 핸드오프를 위해 미리 저장해 둔 버퍼 공간들을 해제해서 다른 연결들이 사용할 수 있게 하는 손실없는 핸드오프를 제공한다. 성능 평가결과 제안한 방법은 VCT, 동적 멀티캐스트 핸드오프 방법에 비해 버퍼 오버헤드 면에서 좋은 성능을 보였다.