• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.999-1004
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• 2004

A numerical method and algorithms is proposed to perform optimization of non-linear response structures. An analytical and numerical method based finite element method is also proposed for the transformation of non-linear response into linear response. Loads transformed from this method are defined as the equivalent linear loads. With the loads and the transformed response, linear static optimization is performed for nonlinear response structure with geometric and/or material non-linearity. The results of the optimization are compared with them of typical non-linear response optimization using finite difference method. The proposed method is very efficient and derives good solution.

• Journal of Electrical Engineering and Technology
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• 제9권3호
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• pp.789-795
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• 2014

In a demand response (DR) market run by independent system operators (ISOs), load aggregators are important market participants who aggregate small retail customers through various DR programs. A load aggregator can minimize the allocation cost by efficiently allocating its demand response resources (DRRs) considering retail customers' characteristics. However, the uncertain response behaviors of retail customers can influence the allocation strategy of its DRRs, increasing the economic risk of DRR allocation. This paper presents a risk-based DRR allocation method for the load aggregator that takes into account not only the physical characteristics of retail customers but also the risk due to the associated response uncertainties. In the paper, a conditional value-at-risk (CVaR) is applied to deal with the risk due to response uncertainties. Numerical results are presented to illustrate the effectiveness of the proposed method.

• 한국공간구조학회논문집
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• 제19권2호
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• pp.51-61
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• 2019

The objective of this study is to analysis the seismic response of 200m spanned honeycomb lattice domes under horizontal and up-down ground motion of El Centro earthquake. For the analysis of seismic response of the honeycomb lattice domes by rise/span ratio, the time history analysis is used for the estimation of the dynamic response. The low rise lattice dome is less deformed and less stressed than the high rise lattice dome for the earthquake ground motion. The 3-dimensional earthquake response is not significantly different the dynamic response of one directional ground motion. The earthquake response of domes with LRB isolation system is significantly reduced for the asymmetric vertical deformation and the horizontal and vertical accelerations.

• Communications for Statistical Applications and Methods
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• 제28권5호
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• pp.493-510
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• 2021

The present article endeavours to develop partial optional randomized - response technique (PORT) to deal with sensitive issues in presence of non-response in successive sampling. Calibration techniques have been embedded with PORT to estimate sensitive population mean at current move in two move successive sampling in presence of non-response. Optimum calibration weights are computed at each move with the aid of constraints based on auxiliary information. Detailed properties of the proposed estimators have been discussed. Possible cases in which non-response may creep at two moves has been explored. The proposed technique has been compared with the modified existing technique. Simulation results indicate that the proposed technique is more efficient than existing, modified one. Suitable recommendations are forwarded.

• Earthquakes and Structures
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• 제22권4호
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• pp.373-386
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• 2022

The development of performance-based design methodologies requires a reasonable definition of a displacement-response spectrum. Although ground motions are known to be significantly affected by the resonant-like amplification behavior caused by multiple wave reflections within the surface soil, such a soil-resonance effect is seldom explicitly considered in current-displacement spectral models. In this study, an analytical approach is developed for the construction of displacement-response spectra by considering the soil-resonance effect. For this purpose, a simple and rational equation is proposed for the response spectral ratio at the site fundamental period (SRTg) to represent the soil-resonance effect based on wave multiple reflection theory. In addition, a bilinear model is adopted to construct the soil displacement-response spectra. The proposed model is verified by comparing its results with those obtained from actual observations and SHAKE analyses. The results show that the proposed model can lead to very good estimations of SRTg for harmonic incident seismic waves and lead to reasonable estimations of SRTg and soil displacement-response spectra for earthquakes with a relatively large magnitude, which are generally considered for seismic design, particularly in high-seismicity regions.

• Communications for Statistical Applications and Methods
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• 제29권2호
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• pp.263-275
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• 2022

Use of appropriate technique for non-response occurring in sample survey improves the accuracy of the estimation. Many studies have been conducted for handling non-ignorable non-response and commonly the response probability is estimated using the propensity score method. Recently, post-stratification method to obtain the response probability proposed by Chung and Shin (2017) reduces the effect of bias and gives a good performance in terms of the MSE. In this study, we propose a new response probability estimation method by combining the propensity score adjustment method using the logistic regression model with post-stratification method used in Chung and Shin (2017). The superiority of the proposed method is confirmed through simulation.

• Communications for Statistical Applications and Methods
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• 제31권2호
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• pp.191-202
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• 2024

The goal of this paper is to show how multivariate regression analysis with high-dimensional responses is facilitated by the response dimension reduction. Multivariate regression, characterized by multi-dimensional response variables, is increasingly prevalent across diverse fields such as repeated measures, longitudinal studies, and functional data analysis. One of the key challenges in analyzing such data is managing the response dimensions, which can complicate the analysis due to an exponential increase in the number of parameters. Although response dimension reduction methods are developed, there is no practically useful illustration for various types of data such as so-called large p-small n data. This paper aims to fill this gap by showcasing how response dimension reduction can enhance the analysis of high-dimensional response data, thereby providing significant assistance to statistical practitioners and contributing to advancements in multiple scientific domains.

• 마케팅과학연구
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• 제18권2호
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• pp.147-187
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• 2008

온라인 게임에서의 경험을 설명하는 대부분의 이전 연구들이 플로우의 역할을 강조하고 있으며, 플로우의 선행요인과 결과요인을 밝히는데 초점을 두었다. 플로우는 온라인상의 몰입경험을 설명하는데 타당한 것으로 기존 연구에서 검증되었고 성과와 직결된다는 점에서 중요한 변수임은 분명하지만, 쾌락적 경험으로서의 온라인 게임을 설명하는 데 있어서는 부족하다. 이러한 기존 연구의 부족한 점을 보완하고자, 본 연구는 음악과 영화분야에서 연구된 쾌락적 반응 연구를 온라인 게임에 적용하여 온라인 게임에서의 다차원적인 경험과정을 보여주고자 하였다. 또한 기존에 쾌락적 반응에 관한 연구를 보완하여 감각적 반응, 상상적 반응, 분석적 반응이 감정적 반응에 주는 영향을 검증하였으며, 플로우를 대신해 쾌락적 반응들이 게임 만족에 주는 영향, 게임 만족이 충성도에 주는 영향을 규명하고자 하였다. 그리고 쾌락적 선호를 조절하거나 매개하는 변수로 알려진 지각된 복잡성에 따른 조절 영향을 확인함으로써, 자극의 차이에 따른 쾌락적 반응의 영향차이를 보지 않았던 기존연구를 확장하였다. 연구결과, 감각적 반응, 상상적 반응, 분석적 반응의 감정적 반응에 대한 유의한 영향, 각각의 쾌락적 반응의 만족에 대한 유의한 영향, 만족의 충성도에 대한 영향이 검증되었다. 그리고 이러한 영향은 지각된 복잡성이 다른 집단 별로 달랐는데, 예상한 바대로 지각된 복잡성이 높은 집단에서는 분석적 반응이 전반적으로 강한 영향을, 그리고 낮은 집단에서는 감각적 반응이 감정과 만족에 강한 영향을 주는 것으로 밝혀졌다. 연구 마지막에는 이러한 결과들에 대한 요약 및 해석, 시사점 및 한계점이 논의되었다.

• 한국지진공학회논문집
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• 제20권4호
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• pp.235-243
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• 2016

Korea is part of a region of low to moderate seismicity located inside the Eurasian plate with bedrock located at depths less than 30 m. However, the spectral acceleration obtained from site response analyses based on the geologic conditions of inland areas of the Korean peninsula are significantly different from the current Korean seismic code. Therefore, suitable site classification scheme and design response spectra based on local site conditions in the Korean peninsula are required to produce reliable estimates of earthquake ground motion. In this study, site-specific response analyses were performed at more than 300 sites with at least 100 sites at each site categories of $S_C$, $S_D$, and $S_E$ as defined in the current seismic code in Korea. The process of creating a huge database of input parameters - such as shear wave velocity profiles, normalized shear modulus reduction curves, damping curves, and input earthquake motions - for site response analyses were described. The response spectra and site coefficients obtained from site response analyses were compared with those proposed for the site categories in the current code. Problems with the current seismic design code were subsequently discussed, and the development and verifications of new site classification system and corresponding design response spectra are detailed in companion papers (II-development of new site categories and design response spectra and III-Verifications)

• 한국컴퓨터정보학회논문지
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• 제25권1호
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• pp.131-140
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• 2020

본 연구는 소비자들의 개인품절반응지수(ISRI) 개발에 대한 연구로, 온라인 쇼핑 시 품절 상황에 대한 소비자들의 인지적 반응, 감정적 반응 및 행동적 반응의 영향을 분석하였다. ISRI는 선행연구인 Kim and Lee(2016/2018)의 인지, 감정 및 행동적 반응을 근거로 하여 개발하였다. 설문 조사는 인터넷 설문 조사 기관에서 2014년 07월에 2주간 진행되었으며 754명의 설문대상자 중 전체 질문에 응답한 회수된 설문지는 총 526부였다. 이 회수된 설문지를 본 연구의 조사에 이용하였다. 자료의 분석은 SPSS 25.0 Package를 이용하였다. 개인풉절반응지수(ISRI)는 정규분포를 형성하였다. 본 연구의 개인품절반응지수(ISRI)는 개인화, 맞춤화가 급속도로 진행되는 4차산업혁명 시대에 소비자의 불편한 쇼핑상황인 품절 시 대안의 마련 근거로써 실무적 의의를 가진다.