Performance-Based Seismic Design (PBSD) is an approach that evaluates how structures will perform under different levels of seismic activity. It focuses on ensuring that buildings not only withstand earthquakes but also meet specific performance objectives, such as minimizing damage or maintaining functionality after the event. Unlike traditional methods, PBSD allows for more tailored, cost-effective designs by considering varying degrees of acceptable damage based on the structure's importance and use. PBSD was introduced in Korea in 2016 to replace elastic design, which is inevitable to over-design to cope with all variables such as earthquakes and winds. When PBSD is applied to the structural design new building, One of the challenges of PBSD is the complexity involved in creating accurate inelastic analysis models. The process requires significant time and effort to analyze the results, as it involves detailed simulations of how structures will behave under seismic stress. Additionally, organizing and interpreting the analysis data to meet performance objectives can be labor-intensive and technically demanding. In order to solve this problem, a post-processor program was developed in this study. A post-processor was developed based on Excel program using Visual Basic for Applications(VBA). Because analysis outputs of Perform-3D, that is a commercial software for structural analysis and design, are very complicated, generation of tables and graphs for report is significant time and effort consuming task. When the developed post-processor is used to make the seismic design report, the required task time is significantly reduced.

목적: 본 연구는 특수교육지원센터에서 근무하는 작업치료사의 직무 경험에 대해 알아보고 특수교육지원센터에 서의 작업치료사의 역할을 정립하고자 한다. 연구방법: 본 연구는 특수교육지원센터에 근무하는 작업치료사 5명을 대상으로 포커스 그룹 인터뷰를 진행하였 다. 작업치료사의 평균 임상 경력은 11년이고, 특수교육지원센터 근무 경력은 11년이었다. 특수교육지원센터 내 작업치료사의 역할에 대해 그룹으로 자유롭게 토의를 진행하였고, 모든 토의 내용은 클로버 노트로 녹음하여 텍스트 스크립트를 완성하였다. 현상학적 분석 방법으로 Giorgi 연구절차에 따라 5명의 연구자가 함께 중요의미 단위를 분석하였다. 아울러 텍스트 마이닝 분석을 위해 Python을 사용하였다. 결과: 특수교육지원센터에서 근무하는 작업치료사가 수행하고 있는 직무에 대한 의미단위 18개와 구성요소 7개를 도출하였다. 이로부터 다시 총 3개의 작업치료사의 직무를 최종 도출하였고, 직무에는 치료지원, 치료대상자 진단평가, 행정업무가 있었다. 결론: 본 연구결과를 통해 특수교육지원센터에서 근무하는 작업치료사의 직무역할을 정립하고 이를 토대로 특수교육지원센터에서 근무하는 작업치료사의 업무 매뉴얼을 개발하는데 기초자료로 활용하고자 한다.

정보 매체의 다각화와 함께 사람들이 직면하는 정보의 양과 종류가 과 부하 현상을 보이고 있다. 이러한 배경에서 글자보다 도형이 효율적인 정보 획득 수단으로 자리 잡아 직관적이고 명확한 장점을 제공한다. 관 광지 안내 시스템에서 직관적인 도형 정보는 텍스트 읽기에 따른 피로감 이나 장애감을 줄여 다양한 사람들의 접근성을 높이는 데 기여한다. 본 연구는 다중 자원 관광 경관 지역의 정보 안내도 설계에 관한 연구를 목 적으로 한다. 문헌 연구, 현장 조사, 사례 분석 등의 방법을 통해 다중 자원 관광 및 정보 안내도의 현황과 추세를 분석하고 요약하였다. 관광 지를 다양한 자원 유형에 따라 구분하여 각기 다른 대상의 요구를 충족 시키고, 각 자원 유형에 적합한 정보 안내도 설계 방법을 제시하였다. 첫 째, 유사한 관광지에서 발생하는 안내도의 단순화, 무질서화, 동질화 및 정보 전달력 약화 문제를 개선하였다. 둘째, 다중 자원 관광지의 증가하 는 발전 추세에 따라 새로운 정보 안내도 설계 방법과 그 잠재적 가치를 탐구하였다.

The purpose of this study was to incorporate Pakistan's climatic conditions into the road design process by performing a cluster analysis using collected climate data. Monthly time-series data for six climate variables—altitude, sea level, maximum temperature, minimum temperature, vapor pressure, and precipitation—were used to cluster 24 locations. Missing values were imputed using the Kalman filter, and hierarchical and k-medoid clustering analyses were performed based on the dynamic time warping (DTW) distance. By evaluating two to five clusters using six validity indices, the optimal number of clusters was determined to be two. the optimal two-cluster classification results were confirmed to be consistent between the two methods. When the clustering results were visualized on a map of Pakistan alongside the data, the clusters were divided into areas with relatively high and low altitudes. By classifying the regions of Pakistan into two clusters using time-series data of climate variables, this study highlights the distinct characteristics of each cluster. These findings suggest that management strategies tailored to the characteristics of each cluster can be applied to various fields.

The purpose of this study was to optimize the design of asphalt concrete pavements for Jeju Island by considering the regional characteristics of the island. This study employed an MEPDG program to determine the allowable traffic loads for class 4 vehicles by considering the axle loads, climate, and material properties. Samples of basalt asphalt concrete from Jeju were used to measure the dynamic modulus for material property estimation. The climate input was based on 30-year climate data from Jeju. The thicknesses and moduli of the subgrade, subbase, and asphalt layers were incorporated into the design. The regression-analysis program SPSS was used to develop a regression equation for the overlay design, factoring in the modulus and thickness ratios between the existing and overlay asphalt layers. A pavement-thickness design formula tailored to Jeju's characteristics was derived. An equivalent single-axle load factor (ESALF) formula was developed to facilitate traffic-load estimation for different roads, enabling the easy incorporation of varying traffic volumes into the design. The ESALF formula demonstrated a high correlation with the pavement thickness, subgrade conditions, and axle loads, whereas the pavementthickness design formula exhibited strong correlations with the pavement thickness, subgrade state, thickness ratios, and modulus ratios. The use of basalt aggregates in asphalt concrete pavements provides an economically viable and technically sound solution for Jeju. The proposed design methodology not only reduces costs but also enhances pavement performance and road safety. The developed formulas offer flexibility in adjusting designs based on specific traffic conditions, providing optimal pavement solutions for different road categories.

In this paper, we deal with the design of a model predictive control (MPC) for precise speed servo control of DC motor systems. The proposed controller is designed in the form of optimal control that calculates and outputs the optimized control input under constraints for each sampling. In particular, MPC designs the control inputs in advance for each sampling and predicts the outputs using them. Thus, it shows excellent control performance even in the case of disturbance or model uncertainty. The effectiveness of the proposed controller was demonstrated through computer simulations using MATLAB/Simulink and DC motor experimental system using real time controller. Moreover, the effectiveness of the proposed controller was confirmed by comparing its control performance with PID controller, which was tested under the same experimental condition as the MPC.

In the case of Korean coastal fishing vessels primarily, it satisfies the fishing capacity and shifts in pace with trends. At the moment, speedy vessels with large load capacity and competitive hull forms are preferred since catch has decreased. However, in the design of Korean coastal fishing vessels, performance verification designers and related commercial programs are not utilized in various fields such as large vessels. Moreover, alleviated standards are applied, making securing and verifying the performance of fishermen’s preferred hull a must. To meet such demands, this research suggests a design system that the modules can be brought together as a fishing vessel model by AI; this would be a turnaround of coastal fishing vessel designing.

This research introduces a novel probabilistic approach to consider the effects of uncertainty parameters during the design and construction process, providing a fresh perspective on the evaluation of the structural performance of reinforced concrete structures. The study, which categorized various random design and construction process variables into three groups, selected a two-story reinforced concrete frame as a prototype and evaluated it using a nonlinear analytical model. The effects of the uncertainty propagations to seismic responses of the prototype RC frame were probabilistically evaluated using non-linear dynamic analyses based on the Monte-Carlo simulation sampling with the Latin hypercube method. The derivation of seismic fragility curves of the RC frame from the probabilistic distributions as the results of uncertainty-propagation and the verification of whether the RC frame can meet the seismic performance objective from a probabilistic point of view represent a novel and significant contribution to the field of structural engineering.