• Computers and Concrete
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• 제13권3호
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• pp.377-387
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• 2014

This paper presents an experimental study on socket base connections of precast reinforced concrete columns. The main purpose of this study is to determine socket base connection which has the closest behavior to monolithic casted column-base joints. For this purpose, six specimens having different column-socket base connection details were tested under cyclic loading. For each test, strength, stiffness, ductility and drift ratios of the specimens were determined. Test results indicated that a suggested connection type is 10%-30% stronger than the other type of connections under lateral loading. The welded connection (PC-5) had better lateral load carrying capacity and ductility. On the other hand, performance of standard connection (PC-1) which is commonly used in construction was weaker than other connections. Thus, decision of connection type should be referred not only performance but also applicability.

• Computers and Concrete
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• 제11권5호
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• pp.475-492
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• 2013

Since the beginning of the 90 s, depending on the growth of the industrial sector in Turkey, factory constructions have been increased. The cost of precast concrete buildings is lower than the steel ones for this reason the precast structural systems are used more. Precast concrete structural elements are mostly as strong as not to have damage in the earthquake but weakness of connections between elements causes unexpected damages of structure during earthquake. When looking at the previous researches, it can be seen that there is a lack of studies about socket type base connections although there were many experimental and analytical studies about the connections of precast structural elements. The aim of this study is to investigate the stress transfer mechanism between column and the socket base wall with finite element method. For the finite element analysis ANSYS software was used. A finite element model was created which is the simulation of experimental research executed by Canha et al. (2009) under vertical and horizontal forces. Results of experimental research and finite element analysis were compared to create a successful simulation of experimental program. After determining the acceptable parameters, models of socket bases were created. Model dimensions were chosen according to square section column sizes 400, 450, 500, 550 and 600 mm which were mostly used in industrial buildings. As a result of this study, stress distribution at center section of the socket base models were observed and it is found that stress distribution affects triangular at the half of socket bottom and top.

• Structural Engineering and Mechanics
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• 제50권4호
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• pp.459-469
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• 2014

One of the most important structural components of steel structures is the column-base connections which are obliged to transfer horizontal and vertical loads safely to the reinforced concrete (RC) or concrete base. The column-base connections of steel or composite steel structures can be organized both moment resistant and non-moment resistant leading to different connection styles. Some of these connection styles are ordinary bolded systems, socket systems and embedded systems. The structures are frequently exposed to cycling lateral loading effects causing fatal damages on connections like columns-to-beams or columns-to-base. In this paper, connection of steel column with RC base was investigated analytically and experimentally. In the experiments, bolded connections, socket and embedded connection systems are taken into consideration by applying cyclic lateral loads. Performance curves for each connection were obtained according to experimental and analytical studies conducted and inelastic behavior of connections was evaluated accordingly. The cyclic lateral performance of the connection style of embedding the steel column into the reinforced concrete base and strengthening of steel column in upper level of base connection was found to be higher and effective than other connection systems. Also, all relevant test results were discussed.

• 한국산업정보학회:학술대회논문집
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• 한국산업정보학회 2009년도 춘계학술대회 미래 IT융합기술 및 전략
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• pp.133-137
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• 2009

지금까지의 무선 통신에서는 Socket 방식이 주류를 이루고 있다 하지만, Socket 통신을 사용하면 확장이 어렵다는 단점이 있다. 본 논문에서는 최근 이슈가 되는 웹서비스 기법을 통해 PDA와 서버를 연결함으로써 다양한 장치들을 수용하여 확장하는데 유연하게 대처할 수 있도록 한다. 예를 들어, 기존의 Socket 방식을 사용하였을 때는 클라이언트 프로그램을 확장할 때 미리 정의 된 Socket 코드와 서버에서 요구하는 데이터 형식을 분석하여 이를 실제로 클라이언트에서 개발해야 하기 때문에 새롭게 개발하는 수준의 코딩이 필요하다. 그러나 웹서비스 기법을 사용하면 서버 주소만 알면 WSDL를 통해 Local method를 쓰는 것과 동일하게 사용할 수 있으므로 확장성이 뛰어나다. 웹서비스 방식은 클라이인트와 서버에 서로 다른 언어를 사용할 때 특히 장점을 가지며, 실제 본 시스템에서도 서버는 Java, Mobile Client는 Visual Basic.Net으로 서로 다른 언어를 이용하여 개발되었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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• pp.149-156
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• 1998

In suspension bridges, the axial farces in the wires are transferred by side pressure on the semicircular face, and further from the strand shoe through rods to a base plate fixed to the massive concrete part of the anchor block. For prefabricated strands the most common way of anchoring is by socketing the ends of the strands. In this study, strand shoe and hanger socket are analyzed far various load conditions using Finite Element Method. The finite element models are built using MSC/PATRAN and analysis is carried out using MSC/NASTRAN. Results are again completely processed using MSC/PATRAN. From the results of the analysis, trends of deformation and stress distribution are reviewed and important factors to consider in the design of strand shoe and hanger socket are discussed.

• 전기전자학회논문지
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• 제26권2호
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• pp.249-256
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• 2022

대퇴의족은 절단하지를 대체하여 보행을 수행하는 기기이며, 불연속적으로 변하는 보행 환경에 대응하기 위해 사용자의 의도 제공을 통한 보행 모드 변경을 요구한다. 외부의 제어 기기 없는 자연스러운 보행 모드 변경을 위한 요구로 절단 부위와 직접 접촉하는 소켓 내부의 생체 역학적 특징을 통해 사용자의 의도를 검출하는 연구가 수행되어 왔다. 하지만 아직까지 절단 부위의 신체 및 소켓 내부 환경에 적합한 센서 시스템의 요구가 남아있다. 따라서 본 연구에서는 절단 부위의 신체 특성에 적합하고 소켓 내부 온습도 조건에 영향을 받지 않으며 다양한 크기의 제작이 쉬운 필름 형태의 센서 시스템을 제안하였다. 제안된 센서는 Velostat 필름으로 제작되었으며 크기에 따라 달라지는 압력 계측 특성이 고려되었다. 실험을 통해 착용자의 의도적인 자세 수행에 의한 소켓 내부 압력 변화를 계측하였으며 보행 모드 변경 의도 검출의 가능성을 확인하였다.

• 한국멀티미디어학회논문지
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• 제20권5호
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• pp.808-826
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• 2017

Most of conventional DSS's(Digital Signage Systems) have been built based on LAMP framework. Recent researches have shown that MEAN or MERN stack framework is simpler, more flexible, faster and more suitable for web-based application than LAMP stack framework. In this paper, we propose a design and implementation of MEARN (ME(A+R)N) stack-based real-time digital signage system, MR-DSS, which supports handing real-time tasks like urgent/instant messaging, system status monitoring and so on, efficiently in addition to conventional digital signage CMS service tasks. MR-DSCMS, CMS of MR-DSS, is designed to provide most of its normal services by REST APIs and real-time services like urgent/instant messaging by Socket.IO base under MEARN stack environment. In addition to architecture description of components composing MR-DSS, design and implementation issues are clarified in more detail. Through experimental testing, it is shown that 1) MR-DSS works functionally well, 2) the networking load performance of MR-DSCMS's REST APIs is better compared to a well-known open source Xibo CMS, and 3) real-time messaging via Socket.IO works much faster than REST APIs.

• 대한토목학회논문집
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• 제26권6C호
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• pp.395-406
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• 2006

상부의 큰 하중을 지탱해야 하는 경우에는 일반적인 기초 형식으로서 현장타설말뚝공법이 많이 사용된다. 이러한 현장타설말뚝의 시공은 연약한 토사 지반을 관통하여 암반까지 굴착을 실시하는 것이 일반적이며, 지지력의 대부분은 암반층 근입부에서 발휘되게 된다. 현장타설말뚝의 지지력은 선단지지력과 주면저항력의 조합으로 이루어지게 되며, 과도한 침하가 발생하지 않고 지지력을 얻기 위해서는 근입부의 직경과 길이가 충분하여야 한다. 말뚝의 극한지지력에 있어서 선단지지력은 큰 비중을 차지한다. 그러나, 일반적으로 주면저항력은 선단지지력에 비해서 훨씬 작은 두부 침하량에서 발현된다. 또한 선단부 거동특성은 천공과정에서 발생하는 근입부 바닥에서의 잔류물에 의해서 영향을 받게 된다. 그러나 이러한 잔류물을 근입부에 잔류시키지 않기 위해서는 시공과 검사가 제대로 이루어져야 한다. 이것은 매우 어려우며 비경제적이다. 특히 암반층 근입부가 깊은 경우에는 물이나 천공 슬러리를 사용하여야 하므로 더욱 어렵다. 이러한 이유들로 인해서 작용 하중하에서 말뚝의 거동은 주면부 거동특성에 따라 좌우되게 된다. 따라서 복잡한 발현기구를 가진 주면저항력에 대해서 주로 관심을 가지게 되는 것이다. 본 연구에서는 주면저항력에 관해서만 연구를 하였다. 콘크리트 말뚝체와 주변 암반 사이의 상호작용은 말뚝 거동특성에 있어서 가장 중요한 요소이며, 시공방법에 따라서 큰 영향을 받는다. 본 연구에서는, 탄소성 해석(FLAC 2D)을 통하여 근입부의 거칠기 경사, 높이와 같은 거칠기 특성, 근입부를 형성하는 주변 암반의 강도 특성과 변형 특성, 근입부의 깊이와 길이 등이 최대단위주면저항력에 미치는 영향에 대한 검토를 실시하였다. 변수 연구를 통하여 최대단위주면저항력에 있어서는 근입부의 연직응력, 거칠기 높이와 근입부 암반의 점착력 및 포아슨비가 중요한 요소임을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 추계 학술발표회
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• pp.409-429
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• 2006

In designing rock-socketed drilled shaft, bearing capacity evaluation is very important because the maximum values of base and side resistance are not generally mobilized at the same value of displacement, FHWA and AASHTO code suggest different ultimate bearing capacity formular according to rock type and shaft settlement. In domestic code suggest base resistance and side resistance can be added on condition that after confirming the result of field load test with axial load transfer test. This paper shows that static load test and hi-directional load test result analysis of deep rock-socketed drilled shaft in three different sites. Load-settlement curve, t-z, and q-w curve in rock-socketed part were calculated and compared. t-z curve in weathered and soft rock showed no deflection softening behavior in pretty large strain (about 2-3% of diameter). Ultimate resistance could be the summation of side resistance and base resistance in rock-socketed drilled shaft in domestic sites.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.967-973
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• 2004

Rock socketed drilled shafts transfer significant portion of structural loads at the socketed part. Therefore, a proper design of side and base resistances of a shaft at the socket is a major concern for the geotechnical engineers. In this study, we modified the Hoek-Brown criterion to estimate side resistance of rock socketed drilled shafts. Earlier method to compute side resistance of a shaft is linear or power functions of intact rock masses. However, side resistance is mobilized like shearing which influenced by the mechanical properties of concrete and rock masses, adhesion of rock/concrete interface, roughness of rock socket. Therefore, a single coefficient or power of uniaxial compressive strength of intact rock cannot provide accurate values of side resistance in a wide range of the uniaxial compressive strength. A new approach proposed in this study can consider in situ rock mass condition (frequency or discontinuities, weathering condition), and rock types thus, it has a wider applicability than the earlier models.