본 연구는 자폐 스펙트럼 장애 대상으로 동물매개중재의 국내 연구동향을 분석하여 향후 관련 분야의 연구방향을 제시하기 위한 것이다. 분석 선행연구는 2011년부터 2020년 까지 총 6편을 최종 선정하여 출판 수, 연구 대상자 연령, 프로그램 회기, 종속 변인으로 분석하고 결과를 제시하였다. 분석결과는 2020년도에 출판 수가 가장 많았으며 대상자 연령은 유아ㆍ아동기가 가장 많았다. 또한 프로그램 회기는 10회기 이상 20회기 미만 회기들이 주를 이루었고 17회기가 가장 많았다. 종속 변인으로는 사회적 상호작용이 가장 많이 활용이 된 것으로 볼 수 있었다. 동물매개중재는 사회성이 부족한 자폐 스펙트럼 장애 대상에게 사회적 상호작용에 긍정적 효과를 주었다는 것을 증명해주었으며 동물매개 중재 프로그램이 자폐 스펙트럼 장애 대상으로 다양한 연령층과 다양한 변인들로 연구를 할 수 있게끔 향후 방향성을 제시하였다는 데 의의가 있다.

목적 : 본 연구는 자폐스펙트럼장애를 대상으로 작업치료사에 의해 중재된 2010년부터 2020년까지 발표 된 국내학술지와 학위논문을 분석하여 주요 연구 분야와 동향을 알아보고자 하였다. 연구방법 : 2010년 1월부터 2020년 4월까지 발표된 국내학술지와 학위논문 총 22편의 논문을 국회도서 관과 한국연구정보서비스(Research Information Sharing Service; RISS)를 통해 대상으로 선정하여 연구수준, 중재방법, 종속변인과 분석도구 등을 분석하였다. 주요 검색어는 ‘자폐’, ‘작업치료’, ‘감각통합’ 을 사용하였다. 결과 : 분석결과 최근 10년 동안 발표된 실험 논문들의 연구형태는 단일대상연구가 54.5%로 가장 많았고, 다음으로 단일그룹 전후비교와 그룹 간 전후비교, 무작위실험 순이었다. 연구에 포함된 대상자의 연령은 0세에서 12세와 0세에서 6세의 범위가 각 36.4%로 가장 많은 비중을 차지했다. 가장 많이 사용된 중재법으로는 감각통합치료로 22편중 14편의 연구가 감각통합치료를 자폐아동을 위한 중재법으로 사용하였다. 측정된 종속변인은 행동수준과 작업수행, 감각통합기능, 인지 및 지각, 운동기능 영역 순으로 나타났다. 감각프로파일(SP)이 가장 많이 사용된 측정도구로 나타났고 다음으로 캐나다 작업수행 측정 (Canadian Occupational Performance Measure; COPM)과 비디오 기록법(video recording)이 많이 사용된 측정도구로 나타났다. 결론 : 본 연구를 통해 최근 10년간 자폐스펙트럼장애에 대한 작업치료사의 연구 형태와, 수준, 대상연령, 연구분야를 살펴볼 수 있었다. 이는 추후 자폐스펙트럼장애를 위한 한국작업치료의 연구와 교육방향을 계획하는 기초자료로 활용되기를 기대한다.

According to several seismic design standards, a ground motion time history should be selected similar to the design response spectrum, or a ground motion time history should be modified by matching procedure to the design response spectrum through the time-domain method. For the response spectrum matching procedure, appropriate seed ground motions need to be selected to maintain recorded earthquake accelerogram characteristics. However, there are no specific criteria for selecting the seed ground motions for applying this methodology. In this study, the characteristics of ground motion time histories between seed motions and spectral matched motions were compared. Intensity measures used in the design were compared, and their change by spectral matching procedure was quantified. In addition, the seed ground motion sets were determined according to the response spectrum shape, and these sets analyzed the response of nonlinear and equivalent linear single degrees of freedom systems to present the seed motion selection conditions for spectral matching. As a result, several considerations for applying the time domain spectral matching method were presented.

The design response spectrum presented in the seismic design standard reflects the characteristics of the tectonic environment at a site. However, since the design response spectrum does not represent the ground motion with a specific earthquake magnitude or distance, input ground motions for response history analysis need to be selected reasonably. It is appropriate to use observed ground motions recorded in Korea for the seismic design. However, recently recorded ground motions in the Gyeongju (2016) or Pohang (2017) earthquakes are not compatible with the design response spectrum. Therefore, it is necessary to convert the recorded ground motion in Korea to a model similar to the design response spectrum. In this study, several approaches to adjust the spectral acceleration level at each period range were tested. These are the intrinsic and scattering attenuation considering the earthquake environment, magnitude, distance change by the green function method, and a rupture propagation direction's directivity effect. Using these variables, the amplification ratio for the representative natural period was regressed. Finally, the optimum condition compatible with the design response spectrum was suggested, and the validation was performed by converting the recorded ground motion.

Seismic qualification of equipment including piping is performed by using floor response spectra (FRS) or in-structure response spectra (ISRS) as the earthquake input at the base of the equipment. The amplitude of the FRS may be noticeably reduced when obtained from coupling analysis because of interaction between the primary structure and the equipment. This paper introduces a method using a modal synthesis approach to generate the FRS in a coupled primary-secondary system that can avoid numerical instabilities or inaccuracies. The FRS were generated by considering the dynamic interaction that can occur at the interface between the supporting structure and the equipment. This study performed a numerical example analysis using a typical nuclear structure to investigate the coupling effect when generating the FRS. The study results show that the coupling analysis dominantly reduces the FRS and yields rational results. The modal synthesis approach is very practical to implement because it requires information on only a small number of dynamic characteristics of the primary and the secondary systems such as frequencies, modal participation factors, and mode shape ordinates at the locations where the FRS needs to be generated.

Wind tunnel tests were conducted to analyze the wind fluctuating pressures on a circular closed and open dome roof with a low span rise. Two dome models with various geometric parameters (height/span ratios and open ratios) were used for fixed span rise ratio dome and wind pressure spectrum were analyzed. The applicability was examined in comparison with the spectral model proposed in the previous studies. The analysis results show that the wind pressure spectrum of open dome roof tends to increase power in the high frequency range and the second peak is found in the area different from the closed dome roof. In addition, according to the comparison analysis with the previous proposed spectral model, it was found that it is not applicable to the closed and open dome roofs with low rise ratio due to the different peak frequencies.

본 연구에서는 한국의 동해, 서해 및 남해안에서 하계 수온의 단기적인 변화에 영향을 주는 환경 요인을 파악하기 위해 국립해 양조사원에서 제공하는 2016년 하계 조위관측소의 수온, 기온, 조위 및 바람자료를 이용하여 스펙트럼 분석을 실시하였다. Power spectrum 분석 결과, 평균조차가 100 cm 이상인 서해안(인천, 평택, 군산 및 목포)과 남해안(완도, 고흥, 여수, 통영 및 마산)에서는 수온, 조위가 동일 한 주기에서 peak가 나타났다. 반면에 서해안과 남해안에 비해 평균조차가 상대적으로 작은 동해안(묵호, 포항 및 울산)과 부산에서는 수온의 주기성이 나타나지 않았다. Coherence 분석에서 서해안과 남해안의 3개 정점(완도, 고흥, 통영)은 수온과 조위의 상관성이 높게 나타났다. 특히 완도와 통영에서 수온과 조위의 상관성은 반일주기에서 0.96으로 높았다. 여수는 조석과 담수의 유입이 수온에 영향을 주는 것으로 보인다. 한편 마산의 수온은 남풍의 바람 영향이 가장 크지만 조석과 담수의 영향도 받는 것으로 판단된다. 그리고 동해안은 조차가 작고 해류의 영향이 크기 때문에 수온에 대한 조석의 영향이 작은 것으로 사료된다. 환경 요인의 시계열그래프를 비교한 결과, 수온과 조위가 상관성이 높게 나타난 정점은 창조 시 비교적 저수온의 외해수가 유입되고 낙조 시 빠져나가는 것으로 판단된다. 일주기의 수온 변화는 조석의 영향이 크지만 전체적인 수온의 상승과 하강은 기온의 영향이 큰 것으로 보인다.

Seismic qualification of instruments and devices mounted on electrical cabinets in a nuclear power plant is performed in this study by means of the in-cabinet response spectrum (ICRS). A simple method and two rigorous methods are proposed in the EPRI NP-7146-SL guidelines for generating the ICRS. The simple method of EPRI can give unrealistic spectra that are excessively conservative in many cases. In the past, the time domain analysis (TDA) methods have been mostly used to analyze a structure. However, the TDA requires the generation of an artificial earthquake input motion compatible to the target response spectrum. The process of generating an artificial earthquake may involve a great deal of uncertainty. In addition, many time history analyses should be performed to increase the accuracy of the results. This study developed a numerical analysis program for generating the ICRS by frequency domain analysis (FDA) method. The developed program was validated by the numerical study. The ICRS calculated by FDA thoroughly matched with those obtained from TDA. This study then confirms that the method it proposes can simply and efficiently generate the ICRS compared to the time domain method.

Electrical instruments and devices contained in cabinets for controlling nuclear power plants require seismic qualification; likewise, in-cabinet response spectrum (ICRS) is necessary. Gupta et al. (1999) suggested the Ritz method, where rocking, frame bending, and plate bending behaviors of cabinets are considered, as a method for determining ICRS. This research proposes a method to determine the rocking stiffness of cabinets, which represents its rocking behavior. The cabinet is fixed on mounting frames and is connected to the base concrete by anchors. When horizontal excitation is applied to the cabinet, the mounting frames at anchors are locally deformed, the mounting frames are bent, and then rocking in the cabinet becomes evident. A method to determine equivalent vertical spring stiffness representing the local deformation of the mounting frames at anchors is then proposed. Subsequently, the rocking stiffness of this mounting frame is calculated upon assumption of the mounting frame as an indeterminate beam.

In this study earthquake records were collected for rock conditions that do not reflect seismic amplification by soil from global earthquake databases such as PEER, USGS, and ESMD. The collected earthquake records were classified and analyzed based on the magnitude and distance of earthquakes. Based on the analyzed earthquakes, the design response spectrum shape, effective ground acceleration, and amplification ratios for each period band are presented. In addition, based on the analyzed data, the story shear force for 5F, 10F, 15F, and 20F were derived through an analysis of the elastic time history for multi-DOF structures. The results from analyzing the rock earthquake record show that the seismic load tends to be amplified greatly in the short period region, which is similar to results observed from the Gyeongju and Pohang earthquakes. In addition, the results of the multi-DOF structure analysis show that existing seismic design criteria can be underestimated and designed in the high-order mode of short- and medium-long cycle structures.

In 2016, an earthquake occurred at Gyeongju, Korea. At the Wolsong site, the observed peak ground acceleration was lower than the operating basis earthquake (OBE) level of Wolsong nuclear power plant. However, the measured spectral acceleration value exceeded the spectral acceleration of the operating-basis earthquake (OBE) level in some sections of the response spectrum, resulting in a manual shutdown of the nuclear power plant. Analysis of the response spectra shape of the Gyeongju earthquake motion showed that the high-frequency components are stronger than the response spectra shape used in nuclear power plant design. Therefore, the seismic performance evaluation of structures and equipment of nuclear power plants should be made to reflect the characteristics of site-specific earthquakes. In general, the floor response spectrum shape at the installation site or the generalized response spectrum shape is used for the seismic performance evaluation of structures and equipment. In this study, a generalized response spectrum shape is proposed for seismic performance evaluation of structures and equipment for nuclear power plants. The proposed response spectrum shape reflects the characteristics of earthquake motion in Korea through earthquake hazard analysis, and it can be applied to structures and equipment at various locations.

본 연구는 FT-IR 스펙트럼 데이터를 기반으로 다변량통계분석을 이용하여 생육 온도변화에 따른 파파야(Carica papaya L.)의 대사체 수준 식별을 통해 기후 변화에 대응하여 작물의 육종 연구의 기초자료로 활용하고자 한다. 1. FT-IR 스펙트럼 데이터로부터 PCA(principal component analysis), PLS-DA(partial least square discriminant analysis) 그리고 HCA(hierarchical clustering analysis) 분석을 실시하였다. 2. 파파야 품종은 1700–1500, 1500–1300, 1100–950 cm-1부 위에서 대사체의 양적, 질적 패턴 변화가 FT-IR 스펙트럼상에 서 나타났다. FT-IR 스펙트럼의 1700–1500 cm-1부위는 주로 Amide I 과 II을 포함하는 아미노산 및 단백질계열의 화합물 들의 질적, 양적 정보를 나타내고, 1500–1300 cm-1부위는 phosphodiester group을 포함한 핵산 및 인지질의 정보가 반영이 되고, 1100–950 cm-1부위는 단당류나 복합 다당류를 포함 하는 carbohydrates 계열의 화합물들이 질적, 양적 정보가 반영되는 부위이다. 3. PCA score plot 상측으로부터 +0oC(A)에서 +4oC(C)로 변화하는 것을 볼 수 있다. (A) 그룹은 주로 현재 기온에서 재배되는 파파야가 분포되면서 그룹을 형성하고 있고, (B) 그 룹은 평년 기온에서 +2oC 증가한 것을 가정하여 재배된 파파야가 그룹을 형성하였다. 또한, (C) 그룹은 (B) 그룹에서 +2oC, 평년 기온에서 +4oC 증가한 것을 가정하여 재배된 파파야가 그룹을 형성하였다. 4. PLS-DA 분석의 경우 PCA 분석보다 생육온도에 따른 그룹 간 식별이 뚜렷하게 나타났다. 5. 본 연구에서 확립된 파파야 생육온도에 따른 대사체 수준 식별 기술은 파파야의 품종, 계통의 신속한 선발 수단으로 활용이 가능할 것으로 기대되며 육종을 통한 신품종개발 가속화에 기여할 수 있을 것으로 예상된다.

In this study, the reliability of the analysis is evaluated by comparing the average wind pressure coefficient, RMS wind pressure coefficient and wind pressure spectrum with same condition of wind tunnel test which are calculated in the high-Reynolds number range of 1.2 ×1.06, 2.0.×106 each for the typical curved shape dome structure. And it is examined by the reliability of analysis through Improved delayed detached Eddy Simulation(IDDES), which is one of the hybrid RANS/LES techniques that can analyze the realistic calculation range of high Reynolds number. As a result of the study, it was found that IDDES can be predicted very similar to the wind tunnel test. The distribution pattern of the wind pressure coefficient and wind pressure spectrum showed a similar compared with wind tunnel test.

A methodology to assess seismic fragility of a nuclear power plant (NPP) using a conditional mean spectrum is proposed as an alternative to using a uniform hazard response spectrum. Rather than the single-scenario conditional mean spectrum, which is the conventional conditional mean spectrum based on a single scenario, a multi-scenario conditional mean spectrum is proposed for the case in which no single scenario is dominant. The multi-scenario conditional mean spectrum is defined as the weighted average of different conditional mean spectra, each one of which corresponds to an individual scenario. The weighting factors for scenarios are obtained from a deaggregation of seismic hazards. As a validation example, a seismic fragility assessment of an NPP containment structure is performed using a uniform hazard response spectrum and different single-scenario conditional mean spectra and multi-scenario conditional mean spectra. In the example, the number of scenarios primarily influences the median capacity of the evaluated structure. Meanwhile, the control frequency, a key parameter of a conditional mean spectrum, plays an important role in reducing logarithmic standard deviation of the corresponding fragility curves and corresponding high confidence of low probability of failure (HCLPF) capacity.

Safety-related cabinets and their electrical parts, such as relays and switches in nuclear power plants, should maintain continuous functioning, as well as structural safety according to the nuclear regulatory guidelines. Generally, an electrical part is qualified if its functioning is maintained without abnormality during excitement by motion compatible with the test response spectrum, which is larger than its in-cabinet response spectrum (ICRS). ICRS can be determined by shake-table test or dynamic analysis. Since existing cabinets in use can hardly be stopped and moved, dynamic analysis is preferred over shake-table test in determining ICRS. The simple method, suggested by the Electric Power Research Institute (EPRI) to determine ICRS, yields conservative or non-conservative results from time to time. In order to determine that the ICRS is better than EPRI method in a simple way, Ritz method considering global and local plate behaviors was suggested by Gupta et al. In this paper, the Ritz method is modified in order to consider the rocking and frame behaviors simultaneously, and it is applied to a simple numerical example for verification. ICRS is determined by Ritz method and compared with the results by finite element method (FEM). Based on this numerical example, recommendations for using Ritz method are suggested.

In this study, a design procedure for the practical application of the dampers to building structures under earthquake loads was presented by using earthquake response spectrum. Nonlinear time history results using a 10 story building structure installed with damper verified the effectiveness of the proposed procedure by showing that the structural response could be reduced to the target performance level for seismic loads. Since the proposed design procedures are based on response spectrum seismic analysis result of the original structure, the capacity, location and the number of damper and the consequent response reduction effects can be preliminarily determined without performing the nonlinear time history analysis.

In order to increase the seismic safety of nuclear power plant (NPP) structures, a technique to reduce the seismic load transmitted to the NPP structure by using a seismic isolation device such as a lead-rubber bearing has recently been actively researched. In seismic design of NPP structures, three directional (two horizontal and one vertical directions) artificial synthetic earthquakes (G0 group) corresponding to the standard design spectrum are generally used. In this study, seismic analysis was performed by using three directional artificial synthetic earthquakes (M0 group) corresponding to the maximum-minimum spectrum reflecting uncertainty of incident direction of earthquake load. The design basis earthquake (DBE) and the beyond design basis earthquakes (BDBEs are equal to 150%, 167%, and 200% DBE) of G0 and M0 earthquake groups were respectively generated for 30 sets and used for the seismic analysis. The purpose of this study is to compare seismic responses and seismic fragility curves of seismically isolated NPP structures subjected to DBE and BDBE. From the seismic fragility curves, the probability of failure of the seismic isolation system when the peak ground acceleration (PGA) is 0.5 g is about 5% for the M0 earthquake group and about 3% for the G0 earthquake group.