• Title/Summary/Keyword: code evaluation

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Development of a structural integrity evaluation program for elevated temperature service according to ASME code

  • Kim, Nak Hyun;Kim, Jong Bum;Kim, Sung Kyun
    • Nuclear Engineering and Technology
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    • v.53 no.7
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    • pp.2407-2417
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    • 2021
  • A structural integrity evaluation program (STEP) was developed for the high temperature reactor design evaluation according to the ASME Boiler and Pressure Vessel Code (ASME B&PV), Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors, Subsection HB. The program computerized HBB-3200 (the design by analysis procedures for primary stress intensities in high temperature services) and Appendix T (HBB-T) (the evaluation procedures for strain, creep and fatigue in high temperature services). For evaluation, the material properties and isochronous curves presented in Section II, Part D and HBB-T were computerized for the candidate materials for high temperature reactors. The program computerized the evaluation procedures and the constants for the weldment. The program can generate stress/temperature time histories of various loads and superimpose them for creep damage evaluation. The program increases the efficiency of high temperature reactor design and eliminates human errors due to hand calculations. Comparisons that verified the evaluation results that used the STEP and the direct calculations that used the Excel confirmed that the STEP can perform complex evaluations in an efficient and reliable way. In particular, fatigue and creep damage assessment results are provided to validate the operating conditions with multiple types of cycles.

A Study on the Guidelines for Developing Evaluation Checklist in the Public Interior Spaces - Focused on the Architectural Codes and Standards fort the Elderly and the Disabled People - (공공시설의 실내환경 체크리스트 개발을 위한 법규 고찰 - 노약자.장애인을 위한 3국의 건축법규와 지침을 중심으로 -)

  • 천진희
    • Korean Institute of Interior Design Journal
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    • no.23
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    • pp.74-84
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    • 2000
  • The objective of this study is to develop the evaluation checklist in the public interior spaces for the elderly and the Disabled people. The propriety and intensity of three architectural codes and two standards were examined by comparing with each other and the score was made according to the value. Findings revealed that Korean accessibility code had more mandatory items than others. The essential items to the handicapped's behaviour should be preserved, but less important things could be reconsidered. Also Korean code stressed the vertical moving equipments. But Swedish code had obligatory items in fire refugees facilities, and American code emphasized the corridor and sanitary facilities. Therefore, American and Swedish mandatory items and recommendations which were not addressed in Korean code and guidelines should be considered to apply to ours by investigating a user's problems and adaptation. This research can be used as a basic checklist for public spaces by users as well as guidelines of final design.

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The Video on Demand System Failure Evaluation of Software Development Step

  • Jang, Jin-Wook
    • Journal of the Korea Society of Computer and Information
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    • v.24 no.4
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    • pp.107-112
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    • 2019
  • Failure testing is a test that verifies that the system is operating in accordance with failure response requirements. A typical failure test approaches the operating system by identifying and testing system problems caused by unexpected errors during the operational phase. In this paper, we study how to evaluate these Failure at the software development stage. Evaluate the probability of failure due to code changes through the complexity and duplication of the code, and evaluate the probability of failure due to exceptional situations with bugs and test coverage extracted from static analysis. This paper studies the possibility of failure based on the code quality of software development stage.

Framework for evaluating code generation ability of large language models

  • Sangyeop Yeo;Yu-Seung Ma;Sang Cheol Kim;Hyungkook Jun;Taeho Kim
    • ETRI Journal
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    • v.46 no.1
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    • pp.106-117
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    • 2024
  • Large language models (LLMs) have revolutionized various applications in natural language processing and exhibited proficiency in generating programming code. We propose a framework for evaluating the code generation ability of LLMs and introduce a new metric, pass-ratio@n, which captures the granularity of accuracy according to the pass rate of test cases. The framework is intended to be fully automatic to handle the repetitive work involved in generating prompts, conducting inferences, and executing the generated codes. A preliminary evaluation focusing on the prompt detail, problem publication date, and difficulty level demonstrates the successful integration of our framework with the LeetCode coding platform and highlights the applicability of the pass-ratio@n metric.

Performance-based seismic analysis and design of code-exceeding tall buildings in Mainland China

  • Jiang, Huanjun;Lu, Xilin;Zhu, Jiejiang
    • Structural Engineering and Mechanics
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    • v.43 no.4
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    • pp.545-560
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    • 2012
  • Design codes provide the minimum requirements for the design of code-compliant structures to ensure the safety of the life and property. As for code-exceeding buildings, the requirements for design are not sufficient and the approval of such structures is vague. In mainland China in recent years, a large number of code-exceeding tall buildings, whether their heights exceed the limit for the respective structure type or the extent of irregularity is violated, have been constructed. Performance-based seismic design (PBSD) approach has been highly recommended and become necessary to demonstrate the performance of code-exceeding tall buildings at least equivalent to code intent of safety. This paper proposes the general methodologies of performance-based seismic analysis and design of code-exceeding tall buildings in Mainland China. The PBSD approach proposed here includes selection of performance objectives, determination of design philosophy, establishment of design criteria for structural components and systems consistent with the desirable and transparent performance objectives, and seismic performance analysis and evaluation through extensive numerical analysis or further experimental study if necessary. The seismic analysis and design of 101-story Shanghai World Financial Center Tower is introduced as a typical engineering example where the PBSD approach is followed. The example demonstrates that the PBSD approach is an appropriate way to control efficiently the seismic damage on the structure and ensure the predictable and safe performance.

Colluders Tracing on the Collusion Codes of Multimedia Fingerprinting Codes based on BIBD (BIBD 기반의 멀티미디어 핑거프린팅 코드의 공모코드들에 대한 공모자 추적)

  • Rhee, Kang-Hyeon
    • Journal of the Institute of Electronics Engineers of Korea CI
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    • v.46 no.6
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    • pp.79-86
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    • 2009
  • In this paper, it has the performance metrics and the utility evaluation of the collusion codes about multimedia fingerprinting code based on BIBD and then the tracing algorithm of all colluders is proposed. Among the collusion codes, the bit stream of "all 0" or "all 1" are generated, also same collusion code and bit reversed code with user's fingerprinting code are generated. Thus there was occurred some problems, in which a colluder is deciding to anti-colluder or anti-colluder is deciding to colluder. In this paper, for the performance metrics and the utility evaluation of the collude codes, the experiment onto the total solution is processed by the logical collusion operation added with a partially processed averaging attack in the past papers. The proposed performance metrics and the utility evaluation about the collusion code generated from multimedia fingerprinting code based on BIBD is operated. Through the experiment, it confirmed that the ratio of colluder tracing is 100%.

Evaluation of Reference Temperature on Pressurized Thermal Shock for Domestic Pressurized Water Reactors (국내 가압경수형 원자로에 대한 가압열충격 기준온도 평가)

  • Choi, Young Hwan;Park, Jeong Soon;Jhung, Myung Jo
    • Transactions of the Korean Society of Pressure Vessels and Piping
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    • v.6 no.2
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    • pp.42-46
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    • 2010
  • The evaluation method for the failure frequency of reactor vessel under pressurized thermal shock(PTS) is developed using probabilistic fracture mechanics. The probabilistic reactor integrity evaluation code, named R-PIE code, is developed. The validity and uncertainty of the R-PIE code is investigated. The reactor failure frequencies under PTS for Kori-1 nuclear power plant and other type of domestic nuclear power plants are evaluated. The reference PTS temperature for domestic nuclear power plants is obtained for the rule making against PTS failure.

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Verification of HELIOS-MASTER System Through Benchmark of Critical Experiments

  • Kim, Ha-Yong;Kim, Kyo-Youn;Oh, Cho-Byung;Lee, Chung-Chan;Zee, Sung-Quun
    • Proceedings of the Korean Nuclear Society Conference
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    • 1999.05a
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    • pp.22-22
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    • 1999
  • The HELlOS-MASTER code system is verified through the benchmark of the critical experiments that were performed by RRC "Kurchatov Institute" with water-moderated hexagonally pitched lattices of highly enriched Uranium fuel rods (8Ow/o). We also used the same input by using the MCNP code that was described in the evaluation report, and compared our results with those of the evaluation report. HELlOS, developed by Scandpower A/S, is a two-dimensional transport program for the generation of group cross-sections, and MASTER, developed by KAERI, is a three-dimensional nuclear design and analysis code based on the two-group diffusion theory. It solves neutronics model with the AFEN (Analytic Function Expansion Nodal) method for hexagonal geometry. The results show that the HELIOSMASTER code system is fast and accurate enough to be used as nuclear core analysis tool for hexagonal geometry.ometry.

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Evaluation of Crack Estimation Equation for the Reinforced Concrete Tension Member (철근콘크리트 인장부재의 균열 산정식 평가)

  • Park, Chan-Wook;Noh, Sam-Young;Shin, Eun-Mi
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.3 s.55
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    • pp.197-208
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    • 2009
  • The purpose of this research is the evaluation of the estimation equation of "CEP-FIP Model Code 1990(1991)", recently included in the domestic "Concrete Structure Design Code(2007)" in consideration of the concrete strength. As evaluation tools, crack element model applied a detailed bond-slip model as well as crack width obtained from experimental results by earlier researches. The crack element model is verified through the comparison with experimental results. The important variables in the estimation equation for the crack width in CEP-FIP Model Code 1990 are the tension stiffening effect and mean bond stress proposed in the paper to be improved in consideration of the concrete strength.