• Title/Summary/Keyword: Design Verification

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Effects of Rehabilitation Hospital Nurses' Perception of Patient Safety Culture, Nursing Professionalism, and Nursing Work Environment on Patient Safety Nursing Activities (재활전문병원 간호사의 환자안전문화인식, 간호전문직관, 간호근무환경이 환자안전간호활동에 미치는 영향)

  • Jung, Hyun Min;Lee, Jeong Hwa;Kwon, Ryeo Won
    • Korean Journal of Occupational Health Nursing
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    • v.33 no.3
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    • pp.83-94
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    • 2024
  • Purpose: This study aimed to investigate the effects of rehabilitation hospital nurses' perception of patient safety culture, nursing professionalism, and nursing work environment on patient safety nursing activities. Methods: A cross-sectional design was used with a convenience sample of 230 nurses with more than six months of experience working in rehabilitation hospitals located in D Metropolitan City, South Korea. Data were collected from October 23 to 31, 2023 through a self-administered questionnaire and analyzed by descriptive statistics, independent t-test, one-way ANOVA with post-verification of Scheffé test, Pearson's correlation coefficient, and multiple stepwise regression analysis using SPSS 28.0. Results: The average scores were 3.73±0.35 for perception of patient safety culture, 3.54±0.47 for nursing professionalism, 2.67±0.49 for nursing work environment, and 4.68±0.45 for patient safety nursing activities. Patient safety nursing activities was significantly positively correlated with perception of patient safety culture, nursing professionalism, and nursing work environment. Experience of reporting incidents (β=.19, p=.002), communication and procedure (β=.18, p=.003), frequency of reporting (β=.18, p=.002), total clinical experience (β=.17, p=.004), patient safety (β=.17, p=.005), and direct supervisor/manager (β=.17, p=.008) affected patient safety nursing activities in rehabilitation hospitals. Conclusion: Perception of patient safety culture may increase rehabilitation hospital nurses' patient safety nursing activities.

Energy Performance and Operating Cost Assessment for Implementing Green Remodeling Technologies in a Detached House (단독주택 건물 그린리모델링에 따른 건물 에너지 성능과 운전비용 절감 효과 평가)

  • Byonghu Sohn;Su-In Lee;Jae-Sik Kang
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.19 no.4
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    • pp.27-38
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    • 2023
  • The Government the Republic of Korea is showing a lot of interest in net zero-energy buildings (NZEBs) to reduce energy consumption of buildings and to promote green growth policy in construction sector. The application of building passive technologies and renewable energies is essential to achieving NZEBs. Green remodeling reinforced the insulation of the exterior walls and roofs of the buildings and replaced high-efficiency windows and doors. In this study, the energy performance before and after green remodeling applied in a detached house was comparatively analyzed for baseline scenario and three different ones, ALT 1, ALT 2 and ALT 3. A building modeling and simulation software (DesignBuilder V7.0) with EnergyPlus (V9.4) calculation engine was used to calculate the energy demand and energy consumption for each scenario. Based on the calculation results of the building's energy demand for baseline, it was determined that the target building required more heating energy than cooling energy. The simulation results also showed that the implementation of building envelope performance improvement technologies (ALT 1) could notably decrease the heating energy consumption of the building. After the remodeling (ALT 1), the source energy consumption per unit floor area was assessed to be reduced by 65.2%, compared to prior remodeling of 338.7 kWh/m2 -y. Meanwhile, ALT 2 can achieve energy savings of 67.7% and ALT 3 can achieve savings of 73.1%. Following completion of the remodeling project, actual construction costs, and on-site measurements and verification results will be gathered and compared with the simulation results. Additionally, economic analysis including construction costs and payback period will be conducted using actual site data.

Shear strength prediction of high strength steel reinforced reactive powder concrete beams

  • Qi-Zhi Jin;Da-Bo He;Xia Cao;Feng Fu;Yi-Cong Chen;Meng Zhang;Yi-Cheng Ren
    • Advances in concrete construction
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    • v.17 no.2
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    • pp.75-92
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    • 2024
  • High Strength steel reinforced Reactive Powder Concrete (RPC) Beam is a new type of beams which has evident advantages than the conventional concrete beams. However, there is limited research on the shear bearing capacity of high-strength steel reinforced RPC structures, and there is a lack of theoretical support for structural design. In order to promote the application of high-strength steel reinforced RPC structures in engineering, it is necessary to select a shear model and derive applicable calculation methods. By considering the shear span ratio, steel fiber volume ratio, longitudinal reinforcement ratio, stirrup ratio, section shape, horizontal web reinforcement ratio, stirrup configuration angle and other variables in the shear test of 32 high-strength steel reinforced RPC beams, the applicability of three theoretical methods to the shear bearing capacity of high-strength steel reinforced RPC beams was explored. The plasticity theory adopts the RPC200 biaxial failure criterion, establishes an equilibrium equation based on the principle of virtual work, and derives the calculation formula for the shear bearing capacity of high-strength steel reinforced RPC beams; Based on the Strut and Tie Theory, considering the softening phenomenon of RPC, a failure criterion is established, and the balance equation and deformation coordination condition of the combined force are combined to derive the calculation formula for the shear bearing capacity of high-strength reinforced RPC beams; Based on the Rankine theory and Rankine failure criterion, taking into account the influence of size effects, a calculation formula for the shear bearing capacity of high-strength reinforced RPC beams is derived. Experimental data is used for verification, and the results are in good agreement with a small coefficient of variation.

Impact of managerial overconfidence on Valuation Error (경영자 과신성향이 가치평가오류에 미치는 영향)

  • Joon-Seok Lee;Myung-Gun Lee
    • Asia-Pacific Journal of Business
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    • v.15 no.3
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    • pp.287-307
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    • 2024
  • Purpose - This study was a study on managerial overconfidence and valuation errors to verify how the increase in managerial overconfidence affects valuation errors. Design/methodology/approach - Managerial overconfidence propensity refers to managers having excessive confidence in their position or ability (Hayward and Hambrick, 1997; Park Jin-hee, 2021) and was measured according to Schrand and Zechman (2012). Valuation error refers to a situation where a company's actual stock price differs from its intrinsic value as a result of numerous information asymmetries in the market, and was measured using the measurement method in Rhodes-Kropf et al (2005) study. The sample of this study used companies listed in the capital market for a total of 12 years from 2011 to 2022. Findings - As a result of the verification, there was a significant positive (+) relationship between managerial overconfidence and valuation errors, and this relationship was alleviated as the percentage of foreign shareholders shares or the number of financial analysts they followed increased. It can be interpreted that when the information demands of investors, such as foreign shareholders and financial analysts, increase significantly, managers provide more information to meet investors demands, thereby reducing information asymmetry and leading to a decrease in valuation errors.. Research implications or Originality - Previous studies on overconfidence, among the cognitive characteristics of individual managers, have yielded mixed results. In this study, we conducted a direct empirical analysis of managerial overconfidence using a measure called valuation error, which evaluates numerous information asymmetries in the capital market. This is expected to help stakeholders in the capital market understand the characteristics of managers and recognize their importance. It can also be used as a basis for establishing policies to reduce valuation errors.

A Study on the Development of Block Support Height Adjustment Device Using Static Nonlinear Analysis (정적 비선형 해석을 이용한 블록 지지대 높이 조정 장치 개발에 관한 연구)

  • Chunsik Shim;Gwangsan Cheon;Daseul Jeong;Kangho Kim;Mutiara Setyaning Dwityas;Deokyeon Lee;Byeongguk Jeong;Byeonghwa Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.61 no.5
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    • pp.389-399
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    • 2024
  • Currently, shipyards are using ship block supports to hold various pre-erection (PE) blocks during ship construction work. The height adjustment method of the ship block support is performed by workers hammering and driving the wedge part, which requires repetitive high-load work. Accordingly, there are concerns about musculoskeletal diseases and safety accidents. To prevent safety accidents and improve work efficiency, this study developed a block support height adjustment device using a hydraulic cylinder. It was designed considering the ease of movement of the block support height adjustment device and the ease of adjusting the height of the block support by workers within the shipyard. Numerical analysis was conducted to confirm the critical points of the structural members of the designed block support height adjustment device and to verify the safety of the stress-based structure. As a result of the analysis, it was confirmed that the stress occurring at the critical point of the structural member was lower than the design allowable stress, making it structurally safe. Afterwards, the block support height adjustment device was redesigned for lightweight, and after verification of structural safety through numerical analysis, a prototype was manufactured and performance evaluation was conducted.

A Usability Testing for the Verification of User Mental Model in Using Multifunction Printer (프린터 복합기의 사용자 심성모형 검증을 위한 사용성 평가)

  • Chung, Sung-Jae;Kim, Bong-Gun;Ha, Kwang-Soo;Jung, Hye-Heon;Lim, Bong-Uk
    • Science of Emotion and Sensibility
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    • v.13 no.1
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    • pp.1-10
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    • 2010
  • This study is about what process and methodology could make UI designer be able to achieve the interface which considers user's mental model through implementing corporate line-up model, when people design an interface between product of multi-function printer and user. The most important concern of UI designers who are dealing with an interface between product and user is how they can make product system image match user's mental model so that users can utilize products without any confusion and discomfort. If concept model which designers bring up and mental model which users expect and recognize could be of one accord, then users can feel ease of use toward products. The understanding and observation for user behavior and use pattern is prerequisite to develop user-centered interface between product and user. However, UI designers do design interface from their own perspective and assumption in many business areas, and users do not react as designers assumed and intended in many cases or examples. This study is to find inappropriate system images against users' mental model on basic function of multi-function printer, and the relationship of system image and user's mental model is diagramed to build up a hypothesis. The hypothesis from this study is validated through evaluation of domestic and international users. In addition, two suggestions to improve usability problems revealed from user test are proposed. The optimal solution is designed based on the result of user evaluation and consideration of many user environments, and then it is implemented to line-up product. In conclusion, this study considers how UI designers can create system image which is close to user's mental model.

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A Study on Decision of Cut Rock Slope Angle Applied Shear Strength of Continuum Rock Mass Induced from Hoek-Brown Failure Criterion (Hoek-Brown 파괴기준에서 유도된 연속체암반의 전단강도를 적용한 깎기 암반사면 경사 결정 연구)

  • Kim, Hyungmin;Lee, Byokkyu;Woo, Jaegyung;Hur, Ik;Lee, Junki;Lee, Sugon
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.5
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    • pp.13-21
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    • 2019
  • There are many cuts or natural rock slopes that remain stable for a long time in the natural environment with steep slopes ($65^{\circ}$ to $85^{\circ}$). In terms of design practice, the rock mass consisting of similar rock condition and geological structures is defined as a good continuum rock slope, and during the process of decision making angle of this rock slope, it will be important to establish the geotechnical properties estimating method of the continuum rock on the process of stability analysis in the early stages of design and construction. In this study, the stability analysis of a good continuum rock slope that can be designed as a steep slope proposed a practical method of estimating the shear strength by induced from the Hoek-Brown failure criterion, and in addition, the design applicability was evaluated through the stability analysis of steep rock slope. The existing method of estimating the shear strength was inadequate for practical use in the design, as the equivalent M-C shear strength corresponding to the H-B envelope changes sensitively, even with small variations in confining stress. To compensate for this problem, it was proposed to estimate equivalent M-C shear strength by iso-angle division method. To verify the design applicability of the iso-angle division method, the results of the safety factor and the displacement according to the change in angle of the cut slope constructed at the existing working design site were reviewed. The safety factor is FS=16~59 on the 1:0.5 slope, FS=12~52 on the 1:0.3 slope, most of which show a 10~12 percent reduction. Displacement is 0.126 to 0.975 mm on the 1:0.5 slope, 0.152 to 1.158 mm on the 1:0.3 slope, and represents an increase of 10 to 15%. This is a slightly change in normal proportion and is in good condition in terms of stability. In terms practical the working design, it was confirmed that applying the shear strength estimated by Iso-angle division method derived from the H-B failure criterion as a universal shear strength for a good continuum rock mass slope was also able to produce stable and economic results. The procedure for stability analysis using LEM (Limit Equilibrium Analysis Method) and FEM (Finite Element Analysis Method) will also be practical in the rock slope where is not distributed fault. The study was conducted by selecting the slope of study area as a good rock condition, establishing a verification for which it can be applied universal to a various rock conditions will be a research subject later on.

A study on the design and applicability of stereoscopic sign for improving the visibility of traffic sign in double-deck tunnel (복층터널 교통표지판 시인성 향상을 위한 입체표지판 설계 및 적용 가능성에 대한 연구)

  • Park, Sang-Heon;Hwang, Ju-Hwan;Han, Sang-Ju;An, Sung-Joo;Kim, Hoon-Jae
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.6
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    • pp.899-915
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    • 2018
  • In this study, in order to construct an eco-friendly advanced road transportation network, the multi-layer tunnel, which is a small-sized car road, is designed to have a height of less than 60 cm. However, the shape of the tunnel is low and the height of the traffic sign is small. In order to solve these problems, traffic sign characters were designed in three dimensions, and the possibility of applying the design of the three - dimensional sign that can obtain greater visibility than the existing signs at the same distance and the possibility verification through virtual simulation were performed. The three-dimensional sign is horizontally installed on the ceiling of the multi-layer tunnel. To be seen vertically, it is enlarged by a certain ratio by the perspective, and the width and height are enlarged. Respectively. In addition, 3D simulation was performed to verify the visibility of the stereoscopic signs when the driver ran through the stereoscopic sign design specifications. As a result of the design and experimental study, it was confirmed that the stereoscopic sign could be designed through the theoretical formula and that it could provide the driver with a larger traffic sign character because there is no limitation of the facility limit compared to the existing vertical traffic sign. Also, we confirmed that it can be implemented in the side wall by using the stereoscopic sign design principle installed on the ceiling part. It was confirmed that the design of the stereoscopic sign can be designed to be smaller as the distance that the driver visually recognizes the sperm is shorter, the height of the protrusion vertically at the lower part of the stereoscopic sign becomes higher. As a result of 3D simulation running experiment based on the design information of the stereoscopic sign, it was confirmed that the stereoscopic sign is visually the same as the vertical sign at the planned distance. Although the detailed research and institutional improvement of stereoscopic signs have not been made in Korea and abroad, it is evolved into a core technology of new road traffic facilities through various studies through the possibility of designing and applying stereoscopic signs developed through this study Expect.

Development and Effect of Cooperative Consumption Education Program Using Design Thinking in Home Economics Education: Focusing on the Improvement of Cooperative Problem Solving Competency of Middle School Students (디자인씽킹을 활용한 가정교과 협력적 소비 교육 프로그램의 개발 및 적용 효과: 중학생의 협력적 문제해결 역량 향상을 중심으로)

  • Kim, Seon Ha;Park, Mi Jeong
    • Journal of Korean Home Economics Education Association
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    • v.33 no.3
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    • pp.85-105
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    • 2021
  • The purpose of this study is to develop and implement cooperative consumption education programs using design thinking in middle school home economics education classes to understand the impact on students' cooperative problem solving competency. Accordingly, a cooperative consumption education program based on design thinking was developed according to the ADDIE model, and the evaluation was conducted on a total of 25 students. The results of the study were as follows. First, based on prior research, we developed a consumption education program based on D. school's design thinking process under the theme of 'Creating a Shared School' for the practice of cooperative consumption. As a result of expert validity verification of the teaching/learning course plan and workbook for the eight sessions, the average question was 4.72 (out of 5 points) and the average CVI was 0.93, indicating that the content validity and field suitability were excellent. Second, to summarize the results achieved from the implementation of the cooperative consumption education program, the pre-/post-test using the revised and supplemented cooperative problem-solving competency tool, and the open-ended survey, It was confirmed that the developed program had a significant effect on improving not only the students' knowledge and perceived necessity for cooperative consumption along with the awareness of practice, but also the cooperative problem-solving competency. As a follow-up study, we propose to expand the research to a wider audience, and to further conduct research and develop programs applied with design thinking in home economics curriculum and in consumer competency development. This study confirmed that cooperative consumption education programs using design thinking are effective in improving youth's cooperative problem-solving competency and is meaningful in that they developed consumption education programs under the theme of 'cooperative consumption' in response to changing consumer education needs.

The Verification of Computer Simulation of Nitinol Wire Stent Using Finite Element Analysis (유한요소법을 이용한 나이티놀 와이어 스텐트의 전산모사 실험 데이터 검증)

  • Kim, Jin-Young;Jung, Won-Gyun;Jeon, Dong-Min;Shin, Il-Gyun;Kim, Han-Ki;Shin, Dong-Oh;Kim, Sang-Ho;Suh, Tae-Suk
    • Progress in Medical Physics
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    • v.20 no.3
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    • pp.139-144
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    • 2009
  • Recently, the mathematical analysis of stent simulation has been improved, with the help of development of various tool which measure mechanical property and location of stent in artery. The most crucial part of the stent modeling is how to design ideal stent and to evaluate the interaction between stent and artery. While there has been great deal of researches on the evaluation of the expansion, stress distribution, deformation of the stent in terms of the various parameters, few verification through computer simulation has been performed about deformation and stress distribution of the stent. In this study, we have produced the corresponding results between experimental test using Universal Testing Machine and computer simulation for the ideal model of stent. Also, we have analyzed and compared stress distribution of stent in the cases of that with membrane and that without membrane. The results of this study would provide minimum change of plan and good quality for ideal stent replacing damaged artery through the analysis using computer simulation in the early stage of stent design.

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