• Title/Summary/Keyword: 패널 탈락

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An Analysis of Panel Attrition in GOMS(Graduates Occupational Survey) (대졸자 직업이동 경로조사에서 패널탈락분석)

  • Chun, Young-Min;Yoon, Jeong-Hye;Oh, Min-Hong
    • The Korean Journal of Applied Statistics
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    • v.22 no.5
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    • pp.981-993
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    • 2009
  • It would cause a serious problem in the panel data when panel attrition is concentrated on certain socioeconomic groups. Using the GOMS, this study investigates whether there exists non-random attrition bias in the data and seeks for feasible solutions to minimize the bias. The results of logit analyses show that panel attrition in the GOMS results mainly from surveying system but not from the surveyed. Therefore, the result suggests to develop well-organized management skill and systems as well as to construct weighting methods.

Panel attrition factors in Korean Labor and Income Panel Study (한국노동패널 탈락 분석)

  • Lee, Sang-Hyeop;Park, Chan-Yong;Hye-Mi, Sung-Suk Chung;Choi, Hye-Mi
    • Journal of the Korean Data and Information Science Society
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    • v.22 no.1
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    • pp.1-8
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    • 2011
  • In panel studies in which the same respondents are interviewed repeatedly over the long term, panel attrition may cause the problems in the reliability of the result and the representativeness of the sample in panel study. In this article, we explore the risk factors of sample attrition in the first 11 waves of the Korean Labor and Income Panel Study (KLIPS) data covering the years 1998-2008, for which the survival analysis techniques such as life-table method and Cox proportional hazard model based on the time to the attrition of each respondent as the survival time of the respondent are applied.

Experimental Studies on PSC Airpit-Slab with Fire Resistance Panel under Static and Dynamic Loads (내화패널이 부착된 프리캐스트 PSC 풍도슬래브의 정적/동적하중에 관한 실험연구)

  • Kim, Tae Kyun;Bae, Jeong;Choi, Heon;Min, In Gi
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.4A
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    • pp.245-253
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    • 2012
  • In the longway tunnel and underground traffic road, the structure of transverse ventilation system is constructed by the airpit slab. In this study, the full scale specimens of the PSC airpit slab that attached fire resistance panel are performed the static and dynamic loading tests for evaluation of bending capacity. The first of all, it confirmed the evaluations about the fundamental efficiency of the fire resistance panel and PSC slab by the 3-point bending test and pull-off test. The tests are performed for evaluation of the bending resistance under ultimate static load and the bonded capacity under dynamic fatigue load. A fatigue test is performed for an investigation of the effect on wind pressure that is developed by transit of traffic. The damage or debonding on surface between fire resistance panel and PSC slab was not developed in dynamic fatigue load test, also the behavior of the specimens is very stable and the debonding of the fire resistance panel attached at the bottom surface of PSC slab was not developed in static load test, too. Therefore, the crack or debonding of the fire resistance panel will be not developed by external loads during the construction or completion of the precast fire resistance system.

The Weighting Adjustment of Korea Welfare Panel Study

  • Son, Chang-Gyun;Ryu, Je-Bok;Hong, Gi-Hak;Lee, Gi-Seong
    • Proceedings of the Korean Association for Survey Research Conference
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    • 2006.12a
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    • pp.11-40
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    • 2006
  • 시간의 흐름에 따라 사회 구성원들에 대한 행태 연구나 사회의 변화가 개인의 행동양식에 미치는 영향 등에 대한 조사에서는 어느 한 시점에서의 구성원들에 대한 횡단면 조사와는 다르게 다년간 지속적으로 조사개체를 추적조사 해야 하는 종단면 조사 또는 패널조사를 수행해야 한다. 패널조사는 횡단면 조사와는 달리 최초 표본이 시간이 지남에 따라 조사 대상 표본으로부터 탈락함으로서 발생하는 표본의 마모와 그에 따른 대표성 상실의 문제이다. 그러므로 이러한 표본의 대표성 상실 문제를 적절히 해결하기 위해 적용 가능한 방법이 가중치 조정 방법이다 횡단면 조사에서는 (1)추출가중치의 조정, (2)무응답 가중치 조정, (3)사후층화 가중치 조정과 같이 3단계의 가중치 조정과정을 수행하지만, 패널 조사의 경우 이와 더불어 원 표본의 대표성을 유지하기 위해 종단면 가중치(longitudinal weight)를 함께 고려해야 한다. 이러한 관점에서 본 연구에서는 다양한 패널형태에 따른 가중치 조정 방법에 대해 고찰하고, 향후 수행될 한국복지패널(Korea Welfare Panel Study: KWPS)의 가중치 산정에 관한 이론적 근거를 마련함과 동시에 현재 국내에서 수행되고 있는 패널조사의 가중치 조정방법과 비교하고자 한다.

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Evaluation on Transverse Load Performance of Lightweight Composite Panels (경량 복합패널의 분포압 강도 성능 평가)

  • Kang, Su-Min;Hwang, Moon-Young;Kim, Sung-Tae;Cho, Young-Jun;Lee, Byung-yun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.1
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    • pp.146-157
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    • 2018
  • Over the last 10 years, the number of disasters has been increasing in Korea. As a result, the need for temporary residences or shelters for disaster conditions is increasing. In this study, post-disaster refugees housing was developed using lightweight composite panels that are lighter than the materials that make up the existing shelter. To accomplish this, the structural performance of the lightweight composite panel was validated. Among the performance tests on the panels, the transverse load test was conducted according to the ASTM E 72 criteria. As a result of the experiment, when each specimen was subjected to a uniformly distributed load, the allowable load was determined according to the span. All the experiments were ended due to a loss of adhesive at the junction of the skin and core. Further analysis was conducted to calculate the shear stress when the junction was dropped. The mean shear stress at the adhesive surface of a specimen, 150 mm and 200 mm in thickness, was 0.0170MPa and 0.0156MPa, respectively. This suggests that similar values were obtained from panels of equal thickness. In addition, this stress provides a criterion of judgment that could be used to inspect the structural performance of the panels. The performance of the panel was evaluated based on the allowable load, but it may be possible to increase the strength of the lightweight composite panel by improving the joining method to avoid separation from the junction.

Availability and Problems of Panel Study: In Case of the 17th Presidential Election in Korea (패널조사의 유용성과 문제점 : 17대 대선자료를 대상으로)

  • Lee, Hyeon-Woo
    • Survey Research
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    • v.10 no.2
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    • pp.23-43
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    • 2009
  • The purpose of this paper is to explain characteristics of panel data and display the academic cases using panel data. Panel data have merit to control various variables to influence respondents' attitude and estimate the effects of independent variables researchers are interested in by surveying the same respondents several times. However, panel data also have problems such as contaminating the respondents and reducing the number of the respondents as survey conducted several times. In spite of a few inherent problems of panel data, informations that panel data provide are valuable and some research themes could not be possible without panel data. This paper investigates the relationship between interest in elections and voting. Electoral stimulation such as watching TV debates influences the consistent voting intended. But changing nonvoters who had voting intention but not vote are not influenced by the electoral stimulation.

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안벽 방충재의 개선에 관한 연구(1)

  • Sin, Yong-Ju;Jeong, Tae-Gwon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2011.06a
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    • pp.355-358
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    • 2011
  • 방충재(fender)는 항만에서 선박의 안전한 접이안, 계류, 안벽 보호를 하기 위하여 설치된 중요한 안벽 시설 중 하나이다. 기존의 고무 방충재는 접안력에 의한 초기 변형 28% 정도에서 가장 높은 반력이 발생하기 때문에 선박과 안벽에 지속적인 힘을 주기 때문에 안벽 및 선체에 손상을 주고 있다. 이는 잔교식이나 중력식 부두에서도 나타나는 현상이다. 또 선체의 용접 비드에 의하여 방충재 훼손으로 보수 유지비가 증가하고 안벽에 앵커로 고정된 고무 펜더는 유연성이 떨어져 선박 충격에 의한 쉽게 떨어지고 패널패드도 탈락된다. 이 연구에서는 초기 반력이 적은 에어 펜더 혹은 폼 펜더를 제안한다.

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Impact Resistance of Steel Fiber-Reinforced Concrete Panels Under High Velocity Impact-Load (고속충격하중을 받는 강섬유보강콘크리트 패널의 내충격성능)

  • Kim, Sang-Hee;Kang, Thomas H.K.;Hong, Sung-Gul;Kim, Gyu-Yong;Yun, Hyun-Do
    • Journal of the Korea Concrete Institute
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    • v.26 no.6
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    • pp.731-739
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    • 2014
  • This paper describes the evaluation of the impact performance of steel fiber-reinforced concrete based on high-velocity impact experiments using hard spherical balls. In this experimental study, panel specimens with panel thickness to ball diameter (h/d) ratios of 3.5 or less were tested with variables of steel fiber volume fraction, panel thickness, impact velocity, and aggregate size. Test results were compared with each other to evaluate the impact resistance. The results showed that the percentage of weight and surface loss decreased as the steel volume fraction increased. However, the penetration depth increased with up to steel fiber volume fraction of 1.5%. Particularly the results of specimens with 20 mm aggregates showed poorer performance than those with 8 mm aggregates. The results also confirmed that the impact performance prediction formulas are conservative with (h/d) ratios of 3.5 or less. Despite the conservative predictions, the modified NDRC formula and ACE formula predict the impact performance more consistently than the Hughes formula.

Seismic Performance Evaluation of Non-seismic T-bar type Steel-Panel Suspended Ceiling using Shaking Table Test (비내진 상세를 갖는 금속마감패널 천장시스템의 진동대 실험을 통한 내진성능평가)

  • Lee, Jae-Sub;In, Sung-Woo;Jung, Dam-I;Lee, Doo-Yong;Lee, Sang-Hyen;Cho, Bong-Ho
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.35 no.10
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    • pp.171-180
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    • 2019
  • In Korea, the seismic design of non-structural elements was interested by Earthquake of the 2016 Gyeong-ju and 2017 Po-hang. Among the non-structural elements, the ceiling system with steel panel used in Po-hang station showed failure examples of non-seismic design ceiling. In this study, the seismic performance of suspended ceiling with steel-panel, such as those used in Po-hang Station, was evaluated by shaking table tests. The shaking table tests were performed in accordance with the ICC-ES AC156 standard with floor acceleration being applied horizontally in one direction using a $3.3{\times}3.3m^2$ frame. The ceiling system consists of steel-panels, carrying channels, main and cross T-bars, and anti-falling clips. The anti-falling clip prevents the steel panel falling completely. The shaking table test confirmed that the damage at the previous stage had a direct impact on the damage state at the next stage. Through the shaking table test, the damage state of the T-bar type steel-panel suspended ceiling system was defined.

The Student Determinants of College Non-completion (패널자료를 활용한 대학생 중도탈락 결정요인 분석)

  • Hwang, Sanghyun;Lee, Jin Young
    • Asia-Pacific Journal of Business
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    • v.13 no.3
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    • pp.361-373
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    • 2022
  • Purpose - This paper analyzes the student determinants of college non-completion and estimates the effects of each determinant on college non-completion. Design/methodology/approach - We use student panel data from a large Korean university from 2011 to 2021. Our results are from estimation of fixed-effects logit model. Findings - The results show that grade point average, participation in extracurricular activities, the number of counseling sessions with teachers, and financial aid are the main determinants of college non-completion. Academic probation, which is defined as any person who has a cumulative grade point average below a one point seven five, increases the non-completion rate by 2.6 percentage points and an one-point rise in extracurricular activities index reduces the rate by 0.1 percentage points. The effects of each determinant are heterogeneous across student sub-groups which are separated by gender, nationality, and academic discipline. Research implications or Originality - Tailored support programs for academically discouraged students that incorporate student characteristics and backgrounds are necessary to increase college completion rates and degree attainment.