The ductility of the system based on the capacity of each structural member constituting the seismic force-resisting system is a significant factor determining the structure’s seismic performance. This study aims to provide a procedure to supplement the current seismic design criteria to secure the system’s ductility and improve the seismic performance of the steel ordinary moment frames. For the study, a nonlinear analysis was performed on the 9- and 15-story model buildings, and the formation of collapse mechanisms and damage distribution for dynamic loads were analyzed. As a result of analyzing the nonlinear response and damage distribution of the steel ordinary moment frame, local collapse due to the concentration of structural damage was observed in the case where the influence of the higher mode was dominant. In this study, a procedure to improve the seismic performance and avoid inferior dynamic response was proposed by limiting the strength ratio of the column. The proposed procedure effectively improved the seismic performance of steel ordinary moment frames by reducing the probability of local collapse.

압축센스(Compressed SENSE) 기법은 검사 시간을 획기적으로 단축할 수 있으나, 시간 단축을 위한 기법적용 시 가속계수를 증가시키면 인공물의 발생이 영상에서 증가하는 문제점이 있다. 이에 인공물이 발생하지 않으면서 검사 시간을 최대한 단축할 수 있는 최적의 압축센스 가속계수를 제시하고자 하였다. 연구 방법은 인공물이 발생하지 않는 가속계수 1.0을 기준으로 0.5 간격씩 5.0까지 무릎관절 자기공명영상의 팬텀 실험과 임상실험 영상을 획득한 후, 방사선사 10명이 5점 척도로 영상을 평가하여 유의한 차이가 있는지 판단하였다. 연구 결과 T1 강조영상과 T2 강조 영상 모두 팬텀 실험은 가속계수 2.0 이하로 하였을 때 임상실험은 3.0 이하로 하였을 때 기준이 되는 1.0 영상과 차이가 없었다. 결론적으로 무릎관절 자기공명영상 검사 시 인공물이 발생하지 않으며 검사 시간을 최대로 단축할 수 있는 최적의 압축센스 가속계수는 팬텀 실험의 경우 2.0, 임상실험의 경우 3.0이 적정하리라 판단된다.

The public safety management guidelines were introduced in 2019 and continue to be dedicated to advancing comprehensive measures for public safety management, with a primary focus on prioritizing the safety and well-being of the public within governmental institutions. To achieve this goal, our previous study developed a establishment procedure of risk assessment-based safety inspection system for public institutions that order construction projects and applied it to highway construction projects to evaluate its effectiveness. To enhance the practicality of the establishment procedure, it is essential to collect and analyze feedback from stakeholders regarding its performance and suitability. This study conducted a survey involving 200 participants who had experience with the establishment procedure, and performed statistical analyses to evaluate its performance and applicability. The survey results indicated that the participants reported a high level of satisfaction (scoring 4 and above on a 5-point Likert scale) in several areas: specialization of safety inspection items for different types of work (with a satisfaction rate of 65%), the evaluation process for safety ratings (64.5%), and their willingness to recommend the procedure to other institutions (75.5%). In the factor analysis with Varimax rotation, two factors emerged: (1) a specialization factor related to safety inspection items, and (2) a grading factor associated with safety evaluation results. Regression analyses of these factors unveiled significant positive relationships with improvements in safety and health performance, including the prevention of fatal accidents, heightened safety responsibility, and raised safety inspection standards. The establishment procedure of safety inspection system developed in our previous study can play a crucial role in reducing accidents resulting in fatalities and injuries at construction sites, ultimately contributing to a safer working environment for all involved parties.

This study investigated the impact of 26 EFL college students’ familiarity levels with the visual information of TOEIC listening test items on test scores and test performance procedure. Data collected measured students’ degree of familiarity with the visuals via a pre-test and their listening test scores, and responses to the post-test questionnaire were analyzed. To analyze the data, one-way ANOVA was conducted to locate the interdependency between the students’ familiarity levels with visuals and their test scores. Results found that there was no statistically significant differences in test scores regardless of the students’ levels of familiarity with the visuals. Additionally, the correlations between the familiarity with the visuals and the students’ test scores were low. However, the students experienced difficulties with unfamiliar visuals while taking the test. These findings indicate that, although test-takers’ familiarity with visuals does not predict their listening test scores, there is a need to tailor the visuals when developing listening test-items.

이 연구는 국가 위기관리체계 중 통합방위사태와 경계태세의 발령기준 을 개선하기 위해 분석하였다. 우리 정부와 군은 평시 북한의 침투 및 도발과 같은 상황에 대응하기 위해 경계태세 및 통합방위사태와 같은 국 가 위기관리체계를 지속 발전시켜 왔다. 그러나 북한의 도발 상황을 고 려하여 통합방위사태와 경계태세가 시기적절하게 선포 및 발령되어야 함 에도 불구하고 그렇지 못한 사례가 여럿 있다. 따라서 통합방위사태 선 포절차와 경계태세의 발령조건을 반드시 개선할 필요성이 있다. 이를 위 해 기존 선행연구 사례를 통해 공통적인 연구의 경향들을 분석하였고, 위와 같은 문제가 발생하는 원인을 관련 법령 분석을 통해 연구문제를 도출하였다. 또 과거 위기대응사례를 분석하여 연구문제에 대한 결론을 내림과 동시에 발전 방향을 제시하였다. 이를 통해 본 논제가 주는 함의 는 첫째, 북한의 태도가 급변하여 예측할 수 없는 군사적 도발을 하더라 도 유연하게 대응하고 신속하게 대처할 수 있는 위기관리태세를 갖추어 야 한다는 것이며 둘째, 이러한 적시적인 위기관리를 통해 정부는 우리 국민들의 안전을 수호하는 역할을 수행해야 한다는 점을 시사하고 있다.

Chronic fibroinflammatory pancreatitis causes irreparable damage to the pancreatic parenchyma. This frequently results in food restrictions, painkiller addiction, and serious quality of life impairment in children. We observed a 13-year-old girl who had previously been hospitalized multiple times and had undergone acute pancreatitis arrived with excruciating abdominal pain and recurrent hematemesis. A chronic intra-pseudocyst bleed and an ampulla of Vater hemorrhage were discovered during an upper gastrointestinal endoscopy. A 3×2×1 cm pancreatic head pseudocyst was discovered on the magnetic resonance cholangiopancreatography, however the computed tomography scan revealed a pancreatic head pseudocyst, pancreatic duct stones, and substantial peripancreatic inflammation. The multidisciplinary team determined that Frey’s surgery was the most efficient method to minimize her suffering. No complications occurred during the healing phase following surgery, and two years later, neither recurrence bleeding nor abdominal pain appeared. In summary, Frey’s method is a secure and efficient intervention when applied by a multidisciplinary team.

양식장 환경관리를 위하여 여러 나라에서 양식장 환경관리시스템을 구축하고 있으며, 어장환경평가가 그중 하나이다. 2013년에 개정된 국내 어장관리법에는 어류가두리양식장 면허를 연장할 때 어장환경평가를 받도록 명시되어 있다. 어장환경평가는 과학적 분석을 통한 평가를 바탕으로 양식장 환경 개선 조치를 실행하여, 지속 가능한 어업생산 조성, 어장 생산력 증가, 어업인의 소득 증가를 목적으로 한다. 어장환경평가의 평가지표는 저서다모류 군집을 기초로 한 생물지수인 저서동물지수(BHI)와 총유기탄소량(TOC)이며, 두 항목을 점 수화하여 단일등급으로 산출하여 평가에 사용한다. 본 연구는 어장환경평가지표인 BHI와 TOC의 선정 과정과 산출된 평가 등급의 생태학 적 의미를 설명한다.

The use of dampers is being considered a means to improve the seismic performance of buildings. It may take considerable time and effort to find an optimal design solution since repeated three-dimensional nonlinear time history analyses are required. Therefore, a preliminary design procedure for seismic retrofit using hysteretic dampers was proposed in this study. In the proposed procedure, the amount of retrofit (required number of dampers) is estimated from the capacity curve of the building before retrofit and allowable story drift of the building. In combining the capacity curves of the building and the dampers, the deformation demand for the dampers can be easily checked against their deformation capacity. The equations to transform the device displacement to roof displacement for the combination of capacity curves are developed. The proposed procedure was applied to the seismic retrofit design of sample buildings. The study found that the estimated capacity curve was very close to the actual capacity curve obtained from the pushover analysis, which can determine an appropriate configuration to meet the required seismic performance.

Based on the nonlinear static analysis and the approximate seismic evaluation method adopted in “Guidelines for seismic performance evaluation for existing buildings, two methods to calculate strength demand for retrofitting individual structural walls in unreinforced masonry buildings are proposed.” The displacement coefficient method to determine displacement demand from nonlinear static analysis results is used for the inverse calculation of overall strength demand required to reduce the displacement demand to a target value meeting the performance objective of the unreinforced masonry building to retrofit. A preliminary seismic evaluation method to screen out vulnerable buildings, of which detailed evaluation is necessary, is utilized to calculate overall strength demand without structural analysis based on the difference between the seismic demand and capacity. A system modification factor is introduced to the preliminary seismic evaluation method to reduce the strength demand considering inelastic deformation. The overall strength demand is distributed to the structural walls to retrofit based on the wall stiffness, including the remaining walls or otherwise. Four detached residential houses are modeled and analyzed using the nonlinear static and preliminary evaluation procedures to examine the proposed method.

In this study, factors such as improvement of a fishing process and safety, reduction of the labor force and headcount and development of the automation technology for offshore (eel and crab) pot fishing vessels were analyzed. A questionnaire survey was conducted to analyze and select the key factors using independent/paired sample t-test and correlation analysis, and a living lab was operated with ship owners, skippers and experts to discuss practical needs of the site. From the result of questionnaire survey and field requirements, it was possible to understand the level of awareness of ship safety, general safety equipment, fishing work process and fishing safety equipment from the point of view of the field. In addition, there were differences in the measurement results of each items because the working environment and experience were different according to the position of the ship owner and the skipper. The results of the questionnaire survey and various perceptions of field stakeholders were reflected when analyzing the fishing system and fishing process to choose the development equipment applicable to the field. From the analysis results, the selected development equipment based on the fishing equipment and process currently in operation are pot washing device, catch separation and fish hold injection device, length limit regulations and bait ejection device after use, automatic main line winding device, bait crusher, automatic (crab) pot hauling separator and so on.

현행하는 사십구일재는 대부분 오전 10시에 시작해 약 2시간 남짓 행하는데 시련(侍輦)을 시작으로 대령(對靈)과 관욕(灌浴) 그리고 상단 권공(上壇勸供)과 중단퇴공(中壇退供), 관음시식(觀音施食)과 봉송(奉 送)의 순으로 정례화된 지 오래다. 그러나 현재의 절차가 무엇에 근거 하여 정립되어 이르렀는지에 관한 구체적인 사실관계는 확인할 수 없 다. 조선 시대로부터 전해진 수많은 재의식 관련 문헌이 있지만, “사십 구일재”ㆍ“사십구재(四十九齋)”란 명칭은 확인되지 않는다. 심지어 근대 활동하는 범패승들이 저본(底本)으로 삼고 있는 『석문의범』(釋門儀範) 에서 조차 사십구일재란 독립된 재의식은 발견되지 않는다. 본고는 불교의 사상과 신앙적 믿음에 기초해 유명(幽冥)을 달리한 망자(亡者)를 위로하고 극락왕생을 발원하기 위해 설행하는 보편적인 사십구일재의 절차와 구조가 현재처럼 전승하는 게 과연 올바른 것인지 를 자문(自問)하고 문제의식을 제시하는 데 초점을 둔다. 지난 30여 년 동안 불교계의 대표적인 어산(魚山) 스님들과 함께해 온 경험을 토대로 각 절차의 전개와 구성 그리고 내용 전반을 누구나 공감할 수 있도록 개선방안을 제시하고자 한다. 어쩌면 우리가 알고 행하는 사십구일재는 근대에 이르러 스승의 구전을 바탕으로 재정립된 의식일 수도 있기 때 문이다.

In a previous paper, ambient vibration tests were conducted on a cable stayed bridge with resilient-friction base isolation systems (R-FBI) to extract the dynamic characteristics of the bridge and compare the results with a seismic analysis model. In this paper, a nonlinear seismic analysis model was established for analysis of the bridge to compare the difference in seismic responses between nonlinear time history analysis and multi-mode spectral analysis methods in the seismic design phase of cable supported bridges. Through these studies, it was confirmed that the seismic design procedures of the “Korean Highway Bridge Design Code (Limit State Design) for Cable Supported Bridges” is not suitable for cable supported bridges installed with R-FBI. Therefore, to reflect the actual dynamic characteristics of the R-FBI installed on cable-supported bridges, an improved seismic design procedure is proposed that applies the seismic analysis method differently depending on the seismic isolation effect of the R-FBI for each seismic performance level.

PURPOSES : This study was performed to evaluate the short-term aging (SA) protocols of the normal hot-mix asphalt (HMA) mixture, to explore problems, and to suggest proper procedures based on fundamental principles of SA in terms of the SA temperature (T) and length of time (Lt) in existing specifications in several countries including Korea. METHODS : As the SA in our lab is a simulation of field SA, which is an inevitable procedure occurring naturally in the current field practice, major SA guidelines of foreign countries and Korea were reviewed to investigate problems that showed discrepancies with field practice. The aging quantity (Aq) model was introduced as a function of T and Lt, based on the correlation with absolute viscosity (AV) to estimate Aq by T and Lt. The normal SA (NSA) was suggested through an example procedure inducing binder aging level similar to the RTFOtreated binder AV or Aq. Based on the NSA Aq level, lower, proper, or higher SA conditions were discovered from the existing SA guidelines. RESULTS : As Aq has excellent correlation with AV, the proper T and Lt for NSA as an example was suggested based on the AV of RTFOtreated binder to induce an Aq range of 19,000-25,000 min.℃. It was found that there were several problems in the existing guidelines in USA and Korea. These included lower T, shorter or longer Lt, and air blowing or stirring the mix during SA, which were not matched with the practical condition of loaded HMA mixtures that were short-term aged under hot temperatures in trucks. CONCLUSIONS : It was concluded that there are several problems in the current SA guidelines, which do not provide proper HMA temperature to mixtures for proper (modal) length of time. Therefore, these guidelines should be reevaluated carefully and revised based on the fundamental field SA principle. The NSA condition should be suggested using proper HMA T and modal Lt for better simulation of field SA practice.