• Title/Summary/Keyword: Quantitative Performance Assessment

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A Review of the Quantitative Evaluation Indexes of Barrier-Free Certification for Floor and Ground Surfaces Safety (BF 인증기준의 바닥 안전성에 관한 정량적 평가지표 검토)

  • Ji, Suk-Won;Baik, Kwon-Hyuk;Choi, Soo-Kyung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.27-28
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    • 2021
  • For Barrier-Free certification, the floor and ground surfaces must be finished with materials that are not slippery, flat, and have low-impact in fallis. However, the BF Certification Act does not provide specific methods to meet these regulations. In performance-based design, the responsibility of proving the performance rests with the building owner and architect, so quantitative evaluation indexes are needed to select suitable materials. Furthermore, changes in performance after completion should be checked periodically in 'As-Is' conditions. There are various methods for slips, trips and falls risk assessment, causing confusion for users. In this study, the results of previous studies on the evaluation methods of slips, trips and falls were considered closely, and each quantitative evaluation index that can be used in the new construction and maintenance phase was presented.

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Development of Early Evaluation System for Concrete Quality, Construction and Maintenance (콘크리트 품질ㆍ시공ㆍ유지관리의 조기판정시스템 개발)

  • 손용우;이증빈;최미라;박봉수
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2004.10a
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    • pp.517-526
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    • 2004
  • In the resent years, the early evaluation of concrete quality, construction and maintenance has been considered as all is of major concern due to the increase of loading and the degradation of structures related with time. This paper presents evaluation of structural safety performance using measured data of construction, on the basis of a field measurements for the prevention of unreliable concrete works. Measurements analyzed in this paper are early quality condition and performance assessment, serviceability performance by cracks and deflection, rating performance by loading, durability performance by chloride attack and carbonation. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete structures. The model focuses on damage mechanical of concrete structures deteriorated by initial damage factors for concrete quality and environment factors such as chloride and carbonation attacks. These results could provide useful information for concrete structures interested in design, construction and maintenance.

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Development of Quantitative Model for Structural Performance of Concrete Bridges Considering of Loads and Environmental Factors (하중과 환경인자를 고려한 콘크리트교량의 정량적 구조성능 평가모델 개발)

  • Oh, Byung-Hwan;Kim, Dong-Wook
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.8 no.3
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    • pp.235-242
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    • 2004
  • Bridge Management System (BMS) requires a more objective condition assessment over the lifespan of a given bridge. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete bridges. The model focuses on damage mechanisms of concrete bridges deteriorated by traffic loads and environment factors such as chloride and carbonation attacks. Also, it was applied to a typical concrete slab bridge which was severely damaged due to both load and environmental conditions. It was shown that the proposed quantitative model simulates well the deterioration level considering the two damage criteria.

Assessment of Rock Mass Properties Ahead of Tunnel Face Using Drill Performance Parameters (천공데이터를 활용한 터널 막장 전방 암반특성 평가)

  • Kim, Kwang-Yeom;Kim, Chang-Yong;Chang, Soo-Ho;Seo, Kyeong-Won;Lee, Seung-Do
    • Explosives and Blasting
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    • v.25 no.1
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    • pp.67-77
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    • 2007
  • The drill monitoring data are useful for the detection of abrupt and unexpected changes in ground renditions. This paper introduces a new approach to how drill performance parameters can be used for the prediction of quantitative rock mass properties ahead of tunnel face and the blasting design. The drill monitoring parameters available for the predictions include the instantaneous advance speed, thrust force, torque, tool pressure and penetration rate. The assessment of the drill monitoring parameters will be able to build a database provided that in-situ drill monitoring informations are accumulated and enable us to make a reasonable blast design based on quantitative assessment of rock mass.

Reliability and Validity of the CAP for Computer Access Assessment of Persons with Physical Disabilities

  • Jeong, Dong-Hoon
    • The Journal of Korean Physical Therapy
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    • v.27 no.1
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    • pp.30-37
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    • 2015
  • Purpose: The purpose of this study was to develop a computer access assessment tool for persons with physical disabilities and to evaluate reliability and validity. Methods: We developed a computerized Computer access Assessment Program (CAP) through many kinds of literature review and tools analysis for evaluation of computer access, task analysis of fundamental input devices operation and expert review. The CAP data were obtained from 105 normal university students and 16 students with physical disabilities. The test items of CAP are composed of four timed mouse tasks, four timed keyboard tasks, and a timed scanning task. Thus, the software measures user performance in skills needed for computer interaction, such as keyboard and pointer use, navigating through menus, and scanning. To determine the validity of these measurements, we compared data on CAP reports to a Compass report. Compass software allows an evaluator for assessment of an individual's computer input skills. Results: Results of this study showed that the CAP had high internal consistency, reliability of test-retest, concurrent validity, and convergent validity. Conclusion: Therefore, the CAP is appropriate for evaluation and determination of computer access skill of persons with physical disabilities. It is possible to get clear quantitative data on performance when providing computer access services if you can use the CAP data. Using this quantitative evidence, insights can be gained into the specific nature of any difficulties experienced by persons with physical disabilities and find wise solutions.

Proposal of Visual and Quantitative Method for Singer's Performance Evaluation of Singing (노래의 가창력 평가를 위한 시각적, 정량적 방법의 제안)

  • Lee, Bum Joo;Cho, Dong Uk;Jeong, Yeon Man
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.41 no.10
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    • pp.1270-1275
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    • 2016
  • Recently, the entertainment programs with vocal skills assessment through the broadcasting and cable broadcasting have become very popular. But, in spite of higher popularity, present performance evaluation methods including musical sympathy of the pop singers and plain performers in broadcastings are absolutely dependent on the subjective feelings of audience assessors who evaluate the musical sympathy in these programs. For solving this problem, quantitative methods instead of subjective methods in the entertainment industries for evaluating pop singer's performance and musical sympathy are taken as important issues and social demands. For this, in this paper, we propose a visual and quantitative evaluation method by applying ICT technologies that can be evaluated in all areas of musical sympathy as well as a singer's assessment.

Micromechanics based Models for Pore-Sructure Formation and Hydration Heat in Early-Age Concrete (초기재령 콘크리트의 세공구조 형성 및 발영특성에 관한 미시역학적 모델)

  • 조호진;박상순;송하원;변근주
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.04a
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    • pp.123-128
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    • 1999
  • Recently, as a performance based design concept is introduced, assurance of expected performances on serviceability and safety in the whole span of life is exactly requested. So, quantitative assessments about durability related properties of concrete in early-age long term are come to necessary, Especially in early age, deterioration which affects long-term durability performance can be occurred by hydration heat and shrinkage, so development of reasonable hydration heat model which can simulate early age behavior is necessary. The micor-pore structure formation property also affects shrinkage behavior in early age and carbonations and chloride ion penetration characteristic in long term, So, for the quantitative assessment on durability performance of concrete, modelings of early age concrete based on hydration process and micor-pore structure formation characteristics are important. In this paper, a micromechanics based hydration heat evolution model is adopted and a quantitative model which can simulate micro-pore structure development is also verified with experimental results. The models can be used effectively to simulate the early-age behavior of concrete composed of different mix proportions.

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A Study on Fire Risk Assessment by the Consideration of Individual Evacuating Path Line (개인별 대피경로를 고려한 화재위험성 평가에 관한 연구)

  • Rie, Dong-Ho
    • Journal of the Korean Society of Safety
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    • v.22 no.4
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    • pp.1-6
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    • 2007
  • In this study, we provided an index for the quantitative and systematic performance based fire risk assessment. A complex cinema was adopted for the fire scenario and the fire simulation was carried out by using FDS. Also evacuation time was calculated by using SIMULEX. We obtained a big different fire risk assessment result by the focus on the between space basis and the time basis. As a result of this study, performance based fire risk assessment should be performed on the basis of individual evacuee's path line.

Assessment of the Impacts of "pre-Compensation and Post-Construction Policy" on Public Construction Projects (선보상-후시공 제도의 공공건설사업 파급효과 분석)

  • Kim Sang-Bum;Choi Jeong-Won
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.6 s.22
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    • pp.245-254
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    • 2004
  • Pre-compensation and post-construction policy'(PCPC) is a part of $\ulcorner$public project performance improvement policies (PPPIP)$\lrcorner$ whose purpose is to reduce the construction project cost by $20\%$. This research focuses on measuring the quantitative and qualitative impacts of PCPC public construction project. The evaluation of PCPC was conducted using five performance indices which are measuring performance improvement in terms of project cost and schedule. The analysis results show that implementation of this policy reduced $4.8\%$ of public construction project budget while playing a positive role in shortening the project schedule.

Development of Electronic Portfolio Assessment Processing Model in Elementary ICT Application Education (초등 ICT 활용교육에의 전자 포트폴리오 평가 절차 모형 개발)

  • Lee, Jeong-Min;Jun, Woo-Chun
    • Journal of The Korean Association of Information Education
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    • v.10 no.1
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    • pp.1-12
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    • 2006
  • Sometimes the quantitative evaluation method does not explain students' full capacity in educational fields. In this point of view, performance assessment has been adapted widely since the assessment provides a comprehensive qualitative evaluation as well as quantitative evaluation. Portfolio is one of the most effective methods in performance assessment. However, the portfolio requires longer time in evaluation, physical space for storing data gathered from students. Electronic portfolio can overcome the above disadvantages of the traditional portfolio and increase students' ICT application capacity. The purpose of this study is to develop electronic portfolio assessment processing model and present concrete activities for each stage in the model. Our model consists of four stages, Preparation, Activity, Evaluation, and Application, respectively. Especially, our model is designed to provide different activities for students and teachers in each stage. Our model is expected to provide a good guidance to students, teachers and parents in understanding and utilizing portfolio assessment. Particularly our model will provide the comprehensive guidance to teachers in assessment process.

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