• Title/Summary/Keyword: PUSH Technology

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Semi-Lagrangian flow analysis of Viscoelastic fluid using Objective Time Integration (Semi Lagrangian 방법과 Objective Time Integration을 이용한 점탄성 유동 해석)

  • Kang, S.Y.;Kim, S.M.;Lee, W.I.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2006.05a
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    • pp.99-104
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    • 2006
  • A semi-Lagrangian finite element scheme with objective time stepping algorithm for solving viscoelastic flow problem is presented. The convection terms in the momentum and constitutive equations are treated using a quasi-monotone semi-Lagrangian scheme, in which characteristic feet on a regular grid are traced backwards over a single time-step. Concerned with the generalized midpoint rule type of algorithms formulated to exactly preserve objectivity, we use the geometric transformation such as pull-back, push-forward operation. The method is applied to the 4:1 planar contraction problem for an Oldroyd B fluid for both creeping and inertial flow conditions.

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Active-clamp current-fed push-pull converter (능동 클램프를 이용한 전류원 푸쉬풀 컨버터)

  • Kim, Sang-Sik;Kwon, Bong-Hwan
    • Proceedings of the KIEE Conference
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    • 2006.07b
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    • pp.1006-1007
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    • 2006
  • An active-clamp current-fed push-pull converter for the step-up application is proposed. The proposed converter is composed of active-clamp circuits and a voltage doubler rectifier. Thus, the voltage stress of the main switches is reduced and the output diodes are clamped to output voltage. Moreover, the output diodes can achieve zero current switching (ZCS) by the series resonance between resonant capacitors and leakage inductances. The prototype is designed for 350V/1.5kW with input voltage range $30{\sim}60V$. The theoretical analysis and experimental results are presented.

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Determinants of Tourists' Revisit Intention in Domestic Tourism

  • Kim, Wonsik
    • International Journal of Advanced Culture Technology
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    • v.9 no.3
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    • pp.74-80
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    • 2021
  • This study is to examine the determinants of tourists' revisit intention focusing on behavioral and psychological factors. Many studies have found physical conditions affecting tourists' intention to revisit. The study examines the determinants of tourist's revisit intention in terms of tourists' psychological and behavioral elements such as satisfaction and motivation. The data used for the statistical analyses were from a survey targeting people living in Daegu and Pusan metropolitan cities and some cities of Gyeongsangbuk-do and Gyeongsangnam-do provinces in Korea. The study employs regression analysis to investigate the effect of satisfaction and motivations on tourists' revisit intention. As the results of OLS regression analysis, satisfaction, push and pull motivation are predictors of tourists' revisit intention. It shows that tourists' psychological and behavioral factors have a significant impact on tourists' revisit intention. The study suggests the implications for enhancing tourists' revisit intention by motivating tourists' psychological and behavioral needs.

A Mechanism Study of a HyperSpectral Image Sensor for Nadir and Slant Range Operation (직하방과 빗각 촬영 운용을 위한 초분광 영상센서 구동방식에 관한 연구)

  • Lee, Kyeongyeon
    • Journal of the Korea Institute of Military Science and Technology
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    • v.22 no.4
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    • pp.484-491
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    • 2019
  • General Hyperspectral Image Sensor acquires an image of line form such as a thin rectangle shape because of using 1D array Push Broom or Whisk Broom scanning method. A special mechanism is required for a Hyperspectral Image Sensor to operate for nadir and slant range. To design the mechanism, the characteristics of the flight motion and the overlap rate between consecutive frames were analyzed. Also, system requirements were proposed through modeling and simulation.

Numerical study on the post-earthquake fire behavior of intermediate steel moment frames

  • Parvizizadeh, Shayan;Kazemi, Mohammad Taghi
    • Earthquakes and Structures
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    • v.22 no.2
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    • pp.137-145
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    • 2022
  • As steel is highly sensitive to temperature variations, fire exposure is more destructive in the case of steel structures in comparison to the concrete ones. The performance of an intermediate three-story steel moment frame with 4 spans was studied under the service load, thermal load and post-earthquake fire in this paper. Also, the effects of passive fire-protection materials such as ordinary cement-based and fire-retardant coatings were investigated. To model and analyze the structure; Abaqus software is utilized. In order to apply the earthquake effect, the push-over analysis method is employed. Changes in the stories deflection, endurance time and growth of nonlinear regions due to losses in the steel stiffness and strength, are among the issues considered in this study. As an interesting finding, the beams protected by ordinary cement-based coating could sustain the fire exposure at least for 30 minutes in all cases. The mentioned time is increased by employing a new fire-retardant protection, which could prevent significant loss in the structure resistance against fire, even after 60 minutes of exposure to fire.

Stud connection in composite structures: development with concrete age

  • Chengqian Wen;Guotao Yang
    • Steel and Composite Structures
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    • v.47 no.6
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    • pp.729-741
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    • 2023
  • As the most popular shear connection in composite structures, mature concrete has been widely investigated by considering mechanical properties of stud connectors (SCs) embedded. To further enhance the fabrication efficiency of composite structures and solve the contradiction between construction progress and structural performance, it is required to analyze the shear performance of stud connections of composite structures with different concrete ages. 18 typical vertical push-out tests were carried out on stud shear connectors at concrete ages of 7 days, 14 days, and 28 days. Also, the effects of concrete age, stud spacing and stud diameter on the shear capacity, connection stiffness and failure mode of the connectors were studied. A new relationship expression of load-slip for SCs with various concrete ages was proposed. The existing design code for the SCs shear strength was evaluated according to the experimental data, and a more practical prediction equation for the shear capacity of SCs with different concrete ages was established. A great agreement was observed between the experimental and theoretical results, which can provide a reference for engineering practices.

Innovation Patterns of Advanced Materials Technology Considering the Demand Factors (수요 요인을 고려한 첨단재료기술의 혁신유형 분류에 관한 연구)

  • Chae Jae-Woo;Cho Kyu-Kab;Kim Jeong-Hum;Lee Yong-Tai
    • Journal of Korea Technology Innovation Society
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    • v.9 no.1
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    • pp.103-130
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    • 2006
  • This paper is to categorize the innovation patterns of advanced materials technologies Many existing taxonomies of innovation pattern consider the whole of industries and the system sector rather than a specific sector. On the basis of the interactions between materials sector and user sectors, this paper suggests four innovation patterns, push-type material innovation, needs-type materials innovation, push-type process innovation and needs-type process innovation. This categorization of innovation pattern not only provides a new approach to the analysis of materials technology innovation processes but also has many useful implications for policymaking. Suggestions for policymakers of the materials technology are presented.

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An Empirical Study on Factors Influencing the Assimilation and Expected Benefits of Cloud Computing and the Moderating Effect of Organizational Readiness (기업의 클라우드 컴퓨팅 내재화 및 기대이익에 영향을 미치는 기술주도/수요견인 요인과 조직 준비성의 조절효과에 대한 실증연구)

  • Kim, Sanghyun;Kim, Geuna
    • Korean Management Science Review
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    • v.30 no.2
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    • pp.63-77
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    • 2013
  • Recently, many companies are interested in adopting cloud computing as their IT strategy. However, no distinct results have appeared in the substantial implementation of this technology. The main reason for such result is from the absence of research models leading to high impact studies on cloud computing. Thus, this study attempts to find a possible answer for the following research question : what factors influence an organizational assimilation of cloud computing? This study investigates Technology-Push (TP)/Need-Pull (NP) theory as a main factor affecting cloud computing assimilation. Also, the study examines the moderating role of organizational readiness. TP includes of perceived benefits, vendor pressure, cost savings, and IT activity intensity while NP includes competitor orientation, information technology policy, technological turbulence, and performance gaps. In addition, organizational readiness suggests two variables, financial resources and technological knowledge. Result from 217 adopting organizations showed that all of these factors with exception of competitor orientation and vendor pressure, have statistically significant impact on assimilation of cloud computing. The implications of the findings propose a theoretical framework for the foundation of studies on cloud computing assimilation, which can server as important practical guidelines for technology development.

Push-out tests on stud shear connectors with constrained structure of steel-concrete composite beams

  • Qi, Jingjing;Xie, Zuwei;Cao, Hua;Huang, Zhi;Lv, Weirong;Shi, Weihua
    • Structural Engineering and Mechanics
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    • v.83 no.6
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    • pp.789-798
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    • 2022
  • The stud shear connector is the main force transfer member in the steel-concrete composite member, and the mechanical behavior is very complicated in the concrete. The concrete around the stud is subjected to the pry-out local pressure concentration of the stud, which can easily produce splitting mirco-cracks. In order to solve the problem of pry-out local splitting of stud shear connector, a kind of stud shear connector with constraint measure is proposed in this paper. Through the push-out test, the interface shear behavior of the new stud shear connector between steel and concrete flange plate was studied, and the difference between the new stud shear connector and the traditional stud connector was compared. The results show that the stud shear connector with constraint measure can effectively avoid the adverse effect of local pressure splitting by relying on its own constraint measure. The shear stiffness of the interface between steel and concrete flange plates is greatly improved, which provides a theoretical basis for the design of strong connection coefficient of steel-concrete composite structures.

A Study on the Improvement of Durability of Push Switches for Rotorcraft Control (회전익 항공기 조종용 누름식 스위치의 내구성 개선연구)

  • Jeongmo Koo;Wonae Son;Jeongmi Seo;Daeho Shim;Kibong Nam
    • Journal of the Korea Institute of Military Science and Technology
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    • v.27 no.2
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    • pp.197-202
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    • 2024
  • In this study, we propose a method to improve the durability of rotorcraft switches. Additionally, the appropriate verification test results are presented. As a result of analyzing the defective switch, it was found that the contact was defective due to long-term use. It was confirmed that stable contact of the terminal is necessary to achieve appropriate performance. We manufactured a switch with one spring and a switch with two springs. As a result of the verification test using this, it was found that the durability of the improved shape was improved by 15 % compared to the existing shape. Those numbers have merit from an operational perspective. This has the effect of reducing the number of replacements per aircraft.