• 한국정보시스템학회지:정보시스템연구
• /
• 제30권4호
• /
• pp.71-94
• /
• 2021

Purpose The purpose of this study is to verify impacts of factors, representing Push-Pull-Mooring(PPM) on switch intention to OTT(Over-The-Top) service in demand for content and to find relationship between factors through empirical analysis. Design/methodology/approach This study designed a research model by deriving factors affecting the intention to switch on OTT service based on the Push-Pull-Mooring framework and researches on OTT service. To test the hypothesis, a total of 357 responses were collected from individuals with experience in using OTT service and analyzed using SPSS26 and SmartPLS3.0. Findings According to the empirical analysis result, this study confirmed that the push, pull, and mooring factors proposed in this study had a significant effect on switching intention on OTT service. In addition, this study confirmed that both low switching cost and need for variety had a significant effect except for hypothesis H8.

• Journal of Information Processing Systems
• /
• 제10권1호
• /
• pp.81-91
• /
• 2014

Widely spreading smart devices have become an important information sharing channel in everyday life. In particular, social networking services (SNS) are the hub for content creation and sharing. Users post their contents on SNS servers and receive contents of interest. Contents are delivered in either pull or push. Regarding delivery, cost and wait time are two important factors to be minimized, but they are in a trade-off relationship. The Push-N-scheme (PNS) and timeout-based push scheme (TPS) have been proposed for content delivery. PNS has an advantage in cost over TPS, whereas TPS has an edge in terms of the wait time over PNS. We propose a hybrid push scheme of PNS and TPS, called push-N-scheme with timeout (PNT), to balance the cost and the wait time. We evaluate PNT through simulations, with the results showing that PNT is effective in balancing PNS and TPS.

• Earthquakes and Structures
• /
• 제26권6호
• /
• pp.489-499
• /
• 2024

Infill masonry walls are vulnerable to lateral loads, including seismic, wind, and concentrated push loads. Various strengthening metal fittings have been proposed to improve lateral load resistance, particularly against seismic loads. This study introduces the use of post-compressed wedges as a novel reinforcement method for infill masonry walls to enhance lateral load resistance. The resistance of the infill masonry wall against lateral-concentrated push loads was assessed using an out-of-plane push-over test on specimens sized 2,300×2,410×190 mm³. The presence or absence of wedges and wedge spacing were set as variables. The push-over test results showed that both the unreinforced specimen and the specimen reinforced with 300 mm spaced wedges toppled, while the specimen reinforced with 100 mm spaced wedges remained upright. Peak loads were measured to be 0.74, 29.77, and 5.88 kN for unreinforced specimens and specimens reinforced with 100 mm and 300 mm spaced wedges, respectively. Notably, a tighter reinforcement spacing yielded a similar strength, as expected, which was attributed to the increased friction force between the masonry wall and steel frame. The W-series specimens exhibited a trend comparable to that of the displacement ductility ratio. Overall, the findings validate that post-compressed wedges improve the out-of-plane strength of infill masonry walls.

• 한국지진공학회논문집
• /
• 제6권3호
• /
• pp.63-71
• /
• 2002

중력하중에 대하여서만 설계되고 내진에 대하여 설계되지 않은 6층 미만의 RC 골조를 대상으로 내진 저항력에 대한 추정식을 유도하였다. 추정식의 산정을 위하여 기둥 소성 힌지 붕괴기구와 보 소성 힌지 붕괴기구의 2가지 경우를 가정하여 이론식을 유도하였으며, 이를 4층 및 3층 건물의 push-over해석과 비교하였다. 연구 결과로, 중력 하중에 대하여서만 설계된 구조물의 내진 저항력은 bay수의 증가와 크게 관계가 없으며 저층일수록 증가하는 기존의 연구 결과와 잘 일치함을 알 수 있었다. 설계시 기둥의 철근 강도와 철근비가 증가할수록 내진 저항력이 증가함을 알 수 있었다. 또한 스팬의 길이보다는 기둥 춤의 크기가 내진저항력에 더 많은 영향을 미침을 알 수 있었다.

• 전기전자학회논문지
• /
• 제16권2호
• /
• pp.121-126
• /
• 2012

본 논문에서는 전압제어 발진기에서 변형된 구조의 주파수 동조회로를 갖는 push-push 전압제어 유전체 공진 발진기를 설계 및 제작하였다. Push-push 전압제어 유전체 공진 발진기는 중심주파수 16GHz에서 설계되었으며, LTCC (Low Temperature Co-fired Ceramic) 기술 공정의 장점을 이용하여 주파수 동조 회로를 A6 기판의 중간 layer에 삽입하여 설계하였으며 이로 인해 회로의 전체 크기를 줄일 수 있었다. 제작된 push-push 전압제어 유전체 공진 발진기의 측정결과 기본 주파수의 억압특성은 30dBc 이상 특성을 나타내었으며 0~12V의 제어전압 범위에서 0.43MHz의 주파수 튜닝 대역폭을 얻었다. 또한 커리어로부터 100KHz 떨어진 지점에서 -103dBc/Hz의 위상잡음 특성을 나타내었다.

• Journal of information and communication convergence engineering
• /
• 제13권2호
• /
• pp.139-143
• /
• 2015

A push-push voltage controlled dielectric resonator oscillator (VCDRO) with a modified frequency tuning structure using broadside couplers is investigated. The push-push VCDRO designed at 16 GHz is manufactured using a low temperature co-fired ceramic (LTCC) technology to reduce the circuit size. The frequency tuning structure using a broadside coupler is embedded in a layer of the A6 substrate by using the LTCC process. Experimental results show that the fundamental and third harmonics are suppressed above 15 dBc and 30 dBc, respectively, and the phase noise of push-push VCDRO is -97.5 dBc/Hz at an offset frequency of 100 kHz from the carrier. The proposed frequency tuning structure has a tuning range of 4.46 MHz over a control voltage of 1-11 V. This push-push VCDRO has a miniature size of 15 mm×15 mm. The proposed design and fabrication techniques for a push-push oscillator seem to be applicable in many space and commercial VCDRO products.

• Steel and Composite Structures
• /
• 제35권4호
• /
• pp.475-494
• /
• 2020

Presented are experimental results from 24 full-scale push test specimens to study the behaviour of composite beams with trapezoidal profiled sheeting laid transverse to the beam axis. The tests use a single-sided horizontal push test setup and are divided into two series. First series contained shear loading only and the second had normal load besides shear load. Four parameters are studied: the effect of wire mesh position and number of its layers, placing a reinforcing bar at the bottom flange of the deck, normal load and its position, and shear stud layout. The results indicate that positioning mesh on top of the deck flange or 30 mm from top of the concrete slab does not affect the stud's strength and ductility. Thus, existing industry practice of locating the mesh at a nominal cover from top of the concrete slab and Eurocode 4 requirement of placing mesh 30 mm below the stud's head are both acceptable. Double mesh layer resulted in 17% increase in stud strength for push tests with single stud per rib. Placing a T16 bar at the bottom of the deck rib did not affect shear stud behaviour. The normal load resulted in 40% and 23% increase in stud strength for single and double studs per rib. Use of studs only in the middle three ribs out of five increased the strength by 23% compared to the layout with studs in first four ribs. Eurocode 4 and Johnson and Yuan equations predicted well the stud strength for single stud/rib tests without normal load, with estimations within 10% of the characteristic experimental load. These equations highly under-estimated the stud capacity, by about 40-50%, for tests with normal load. AISC 360-16 generally over-estimated the stud capacity, except for single stud/rib push tests with normal load. Nellinger equations precisely predicted the stud resistance for push tests with normal load, with ratio of experimental over predicted load as 0.99 and coefficient of variation of about 8%. But, Nellinger method over-estimated the stud capacity by about 20% in push tests with single studs without normal load.

• 방송공학회논문지
• /
• 제5권1호
• /
• pp.130-138
• /
• 2000

본 논문에서는 인터넷/인트라넷 환경에 사용할 수 있으며 인터넷 방송 기능을 제공하는 푸시 시스템을 개발하면서 다수 사용자를 수용하기 위한 방안을 연구하였다. 특히 사용자 접속에 따른 푸시서버의 부하량 증가와 접속빈도에 의한 푸시서버의 분산효과를 분석하였다. 분산된 상태에서 채널을 공유하기 위한 방법으로 공통채널과 지역채널로 구분하여 푸시서버마다 공통채널을 복제하는 방식으로 대규모 사용자를 분산 수용하면서 정보 취득에 어려움이 없도록 하였으며 분산 푸시서버에서 채널연동을 효과적으로 수행하기 위한 알고리즘을 고안하게 되었다.

• 대한물리치료과학회지
• /
• 제15권3호
• /
• pp.31-41
• /
• 2008

Purpose : The purpose of this study is to examine the muscle activity of shoulder stabilization according to change of supporting base interval between push-up bend and push-up plus position and is to prevent or treat a shoulder injury by the most effective exercise for rehabilitation. Methods : This study analyzed the muscle activity according to change of supporting base interval between push-up bend and push-up plus movement. The participants without neuromuscular disease were 25 students - 12 males and 13 females - all twenty or over and the surface electrode of EMG attached on pectoralis major, triceps long head, middle trapezius, lower trapezius, serratus anterior and latissimus dorsi. The process has practiced 3 sessions of supporting base interval - narrowing interval, two shoulder interval, broad interval - by push-up bend and push-up plus movement. Result : 1. The muscle activity of pectoralis major was significantly increased according to narrow interval of supporting base on push-up plus movement and was significant difference(p<.05). 2. The muscle activity of biceps was significantly increased according to narrow interval of supporting base on push-up bend movement(p<.05). 3. The muscle activity of middle or lower trapezius was a difference according to change of supporting base on push-up bend and push-up plus movement but was not significant difference. 4. The muscle activity of serratus anterior was significantly increased according to broad interval of supporting base on push-up bend movement(p<.05). 5. The muscle activity of latissimus dorsi was significantly increased according to broad interval of supporting base on push-up bend movement(p<.05). Conclusion : These results lead us to the conclusion that push-up bend exercise have the effect of muscle strength of biceps on narrowing interval, of serratus anterior or latissimus dorsi on broad interval and push-up plus exercise have the effect of muscle strength of pectoralis major on narrowing interval of support base.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2015년도 추계학술대회
• /
• pp.1033-1034
• /
• 2015

현재 인터넷의 전송방식인 기존 Push 메시지 전송방식은 한계를 가지고 있다. 따라서, 본 논문에서는 다양한 형태의 재난 Risk정보들을 원격지에 빠르게 전송하기 위해 QoS(Quality of Service)를 고려한 Push Notification 구조를 제안한다. 제안한 구조를 통해 현재의 이질적인 시스템을 수용하면서, 다양한 기기에서 인터넷 서비스를 제공한다.