• Structural Engineering and Mechanics
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• 제28권6호
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• pp.727-747
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• 2008

In the framework of the SPEAR (Seismic PErformance Assessment and Rehabilitation) research Project, an under-designed three storey RC frame structure, designed to sustain only gravity loads, was subjected, in three different configurations 'as-built', Fiber Reinforced Polymer (FRP) retrofitted and rehabilitated by reinforced concrete (RC) jacketing, to a series of bi-directional pseudodynamic (PsD) tests under different values of peak ground acceleration (PGA) (from a minimum of 0.20g to a maximum of 0.30g). The seismic deficiencies exhibited by the 'as-built' structure after the test at PGA level of 0.20g were confirmed by a post - test assessment of the structural seismic capacity performed by a nonlinear static pushover analysis implemented on the structure lumped plasticity model. To improve the seismic performance of the 'as-built' structure', two rehabilitation interventions by using either FRP laminates or RC jacketing were designed. Assumptions for the analytical modeling, design criteria and calculation procedures along with local and global intervention measures and their installation details are herein presented and discussed. Nonlinear static pushover analyses for the assessment of the theoretical seismic capacity of the structure in each retrofitted configuration were performed and compared with the experimental outcomes.

• 복합신소재구조학회 논문집
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• 제3권2호
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• pp.36-46
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• 2012

Structure Insulated Panel (SIP) is an wooden structure material with which structure and insulation functions are satisfied. Hence, it would be a cost-effective model to implement low energy house which has higher insulation and structure performance and which the wall thickness is able to be reduced. In this study, performance of thermal insulation and fire resistance were evaluated in order to verify applicability to low energy house. Fire resistance test is performed on vertical load bearing members for partitions, and the test results satisfy one hour of fire resistance condition according to KS F 2257. The members include two layers of fireproof gypsum board with thicknesses of 12.5mm attached to SIP. Thermal insulation performance is satisfied with the 2012 standard ($0.225W/m^2{\cdot}K$). As the performance of resistance and thermal insulation are satisfied, SIP is expected to be applied to low energy building materials. In the future, the structural safety will be confirmed by structural performance and seismic performance test and the guidelines for distribution will be drawn up.

• 한국구조물진단유지관리공학회 논문집
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• 제12권4호
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• pp.168-178
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• 2008

하이브리드 시뮬레이션 실험방법은 단일실험모드하의 물리적 또는 수치해석적 시뮬레이션에 의하여 지진발생시 구조물을 평가하는 다양한 기술 중에 하나이다. 본 논문에서는 지진하중하의 교량구조 시스템의 해석과 실험을 위해서 계산과 실험 시뮬레이션을 통합한 소프트웨어체제를 개발하였다. 개발한 하이브리드시뮬레이션 소프트웨어체제를 이용하여 대규모 네트워크로 분산된 실험 또는 전산장비에 참여하고 있는 교량구조시스템에 대한 지진응답을 평가할 수 있었다. 본 논문에서는 적용 예를 통하여 지반 구조 상호작용을 고려한 교량의 시뮬레이션 해석방법을 제시하였다.

• 한국지진공학회논문집
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• 제14권6호
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• pp.33-43
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• 2010

본 논문은 지진에 의한 구조물의 거동을 평가하기 위한 실험방법 중 최근 국내에 도입되어 연구되고 있는 하이브리드실험에 대한 시스템을 구축하고, 그에 따른 모델개발과 하이브리드실험을 실시하여 하이브리드실험기법의 타당성과 정확도를 평가하기 위함이다. 이를 위해 NEESgrid의 미니모스트 시스템을 벤치마킹하여 여건에 맞게 수정, 보완하였으며 2차원 평면뼈대모형을 개발하여 실험에 적용하였다. 그리고 하이브리드실험 결과의 평가를 위해 국내에서는 거의 시도되지 않았던 진동대실험과 비교를 함으로써 결과의 신뢰도를 높였다. 진동대실험에는 하이브리드실험과 동일한 크기의 실물모형을 제작, 실험하여 크기효과의 영향을 최소화하였다. 두 실험의 결과는 거의 비슷한 것으로 나타나 하이브리드실험이 진동대실험을 대체할 수 있을 것으로 판단된다.

• 대한가정학회지
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• 제46권7호
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• pp.95-108
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• 2008

The major purpose of this study was to investigate the effect of intergenerational transmission of self-differentiation on psychological adjustment of college students. Specifically, the present study endeavored to test the causal model focusing on the effect of the father's and the mother's self-differentiation on college student's psychological adjustment through the student's self-differentiation. The data were collected from 254 male and 293 female college students and their parents by using self-administered questionnaire method. The casual model was tested through structural equation model by using AMOS 7.0 program. The results showed that mother's and father's self-differentiation had direct and indirect effect on student's psychological adjustment. The results showed that both mother's and father's self-differentiation had direct effect on son's self-differentiation level, which directly influenced his psychological adjustment. The test of structural equation model also revealed that daughter's self-differentiation level was positively influenced only by mother's self-differentiation, while father's self-differentiation did not influenced female student's self-differentiation. Both male and female student's psychological adjustment was directly influenced by his or her self-differentiation level.

• Structural Engineering and Mechanics
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• 제40권4호
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• pp.517-539
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• 2011

This paper presents the seismic responses of a 1:5-scale five-story reinforced concrete building model, which represents a residential apartment building that has a high irregularity of weak story, soft story, and torsion simultaneously at the ground story. The model was subjected to a series of uni- and bi-directional earthquake simulation tests. Analysis of the test results leads to the following conclusions: (1) The model survived the table excitations simulating the design earthquake with the PGA of 0.187 g without any significant damages, though it was not designed against earthquakes; (2) The fundamental mode was the torsion mode. The second and third orthogonal translational modes acted independently while the torsion mode showed a strong correlation with the predominant translational mode; (3) After a significant excursion into inelastic behavior, this correlation disappeared and the maximum torsion and torsion deformation remained almost constant regardless of the intensity of the two orthogonal excitations; And, (4) the lateral resistance and stiffness of the critical columns and wall increased or decreased significantly with the large variation of acting axial forces caused by the high bi-directional overturning moments and rocking phenomena under the bi-directional excitations.

• The Journal of Asian Finance, Economics and Business
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• 제5권4호
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• pp.21-34
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• 2018

The study tests the Fama and French three-factor model by using the newly created Islamic equity style indices. Based on a dataset from May 2006 to April 2011, the three-factor model is tested based on returns of Islamic unit trust funds using the Generalized Method of Moments (GMM) methodology. The sample period is also divided between periods before and after the Global Financial Crisis in August 2008 to test for robustness, and the Bai and Perron (2003) multiple structural break test was used to determine the structural break in the series. The analysis shows that the Fama and French model is valid for Islamic unit trust funds before and after the collapse of Lehman Brothers. The result further indicates the reversal of size effect. As for trading strategies, value funds outperform growth funds by annualized 3.13 percent for the full period. During pre-crisis period, value funds perform better than growth funds while in post-crisis, size factor yields better return than other strategies. As policy suggestion, fund managers need to be aware of the reversal of size effect, and they need to ensure a more transparent stock selection process so that investors can make an informed decision in their asset allocation.

• 한국구조물진단유지관리공학회 논문집
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• 제6권3호
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• pp.167-175
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• 2002

In this paper, an analytical model is proposed for analyzing the hysteretic behavior of RC beam with relocated plastic hinge region under load reversals. The plastic hinge is modeled not to be concentrated on a point but to be distributed on a finite size in beam. This is based on the assumption that the plastic hinge is formed over a certain region, in which the curvature varies. Tangential matrix is reformed using stiffness coefficients including variales such as the length and location of plastic hinge region. In order to construct the hysteretic rule of hinge, modified Takeda rule is also proposed on the base of regression analysis for the previous test results. Previous specimens are analyzed using the proposed model and the result is compared with test result. On the result of the comparison, it was shown that the hysteretic behavior of beams with different location of plastic hinge region could be prediced using the proposed analytical process.

• 한국전산구조공학회논문집
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• 제27권4호
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• pp.273-279
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• 2014

본 논문에서는 난류 강도가 풍력발전기 후류에 미치는 영향을 살펴보기 위하여 축소된 풍력발전기 모델을 이용하여 풍동실험을 수행하였다. 실험 결과 측정 위치에 따라 풍력발전기가 가지는 특성에 따라 후류의 형태가 달라지며, 난류 강도에 따른 영향이 반드시 고려되어야 하는 것으로 나타났다. 난류 강도만을 일부 고려한 격자 난류 조건에서 등류 조건보다 기존의 후류 모델과 보다 더 잘 일치하는 경향을 보이고 있으며, 측정된 난류 강도 값을 바탕으로 수정된 후류 모델을 제안하였다. 향후 다양한 난류 특성이 고려된 합리적인 모델이 필요하다고 판단된다.

• 한국산학기술학회논문지
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• 제19권2호
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• pp.302-310
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• 2018

본 연구는 청소년의 다문화 수용성의 영향을 미치는 요인들 사이의 관계를 확인하고 모델을 구축하기 위해 시도되었다. 이 연구는 2016 한국아동 청소년 패널조사(korean children and youth panel survey: kcps)의 자료 중 7차년도 자료를 이용하였으며, 청소년 본인 1881명 중 응답률이 불충분한 101명을 제외한 1780명을 최종 분석에 활용 하였다. 본 연구의 자료분석은 SPSS 22와 Amos Program 22를 이용하여 유의수준 .05 수준에서 분석하였으며, 대상자의 인구학적 특성과 연구변수의 특성을 파악하기 위해 기술 통계 분석(descriptive analysis)을 실시하였다. 가설적 모형의 적합도 검증 및 가설 검증은 최대우도법(maximum likelihood estimate)을 사용하였으며 모형 적합도 평가는 $X^2$ 통계량, GFI, AGFI, CFI, IFI, RMSEA를 이용하였다. 본 연구의 모형은 우수한 모델 적합도를 나타내었으며, 자아탄력성, 또래관계, 공동체 의식은 청소년의 다문화 수용성에 영향을 주는 요인임을 확인 할 수 있었다. 따라서 청소년의 다문화 수용성을 증진시키기 위해, 자아탄력성, 또래관계, 공동체 의식을 높일 수 있는 혼합형 중재가 필요할 것임을 제안한다.