• Title/Summary/Keyword: 구조 안전성 평가기준

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Methodology of Strength Analysis of Socket for AL Handrail in Offshore Platform (해양플랫폼 알루미늄 핸드레일 적용을 위한 소켓 구조강도 평가법)

  • Kim, Yeon-Ho;Park, Joo-Shin;Seo, Jung-Kwan
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.2
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    • pp.354-360
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    • 2022
  • The aluminum handrails used for promoting structural strength and weight reduction of the topside in an offshore platform are designed according to international standards (ISO, NORSOK, and Austria Standard), and consider the most conservative load combinations. Existing aluminum handrails are bolted to a socket when installed on the topside of a platform, and the amount of deflection of the handrail is largely influenced by the socket design. However, the importance of socket design has been overlooked, and furthermore, separate evaluation procedures or guidance for socket design are ambiguous. Therefore, a series analysis was performed for estimating the structural strength of aluminum handrails to obtain the governing parameters that minimize their deflection against loads. Experimental verification was performed to validate the structural safety of the new model, and we confirmed that all were satisfied within allowable deflection according to international standards. The developed model could be used in several areas in the future as it is lighter and more productive compared to existing models from overseas makers.

Study on Structural Strength of Mark III type LNG Cargo Containment System by Idealized Triangular Impulse Load (MarkIII LNG 방열 시스템의 강도평가를 위한 삼각형 충격 하중에 대한 구조응답에 대한 연구)

  • Hwang, Se Yun;Kim, Sung Chan;Lee, Jang Hyun;Nho, In Sik
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.27 no.6
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    • pp.615-624
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    • 2014
  • It has been well known the sloshing pressure has complex shape and various patterns. The pattern of sloshing pressure is variously characterized by the pressure amplitude, duration time and skewness. The structural response induced by the sloshing pressure is also affected by the pattern of sloshing pressure and the type of structural members. In order to understand the structural response by the perspective view of categorized pattern, it is more efficient to make simple sloshing pressure pattern than to reflect the complex pressure history. In this study, the sloshing pressures obtained by the small scale model test are simplified with respect to their duration and skewness. Dynamic analyses of Mark-III LNG CCS are then parametrically performed with the consideration of various types of sloshing impact. Meanwhile, the failure pressures given the duration and skewness are investigated after parametric calculations are conducted to investigate the effect of pressure parameters on the structural response.

A Systematic Approach to Decide Maximum Berthing Ship Size Coupled with Berth Design Criteria - A Case of Port of Ulsan - (부두 설계기준을 고려한 접안가능 최대선형의 결정에 관한 연구 - 울산항을 중심으로 -)

  • Jun, Sang-Yup;Kim, Young-Mo;Woo, Byung-Goo;Chung, Hyun
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.14 no.1
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    • pp.45-54
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    • 2008
  • "Summer Deadweight Tonnage(SDWT)" is used as the criteria of the berthing capacity when establishing port entry limits under current guideline. The important factors affecting to the maximum ship size of possible berthing are mass, length and breath of the ship rather than deadweight. Therefore this guideline should be modified to ensure safety and efficient operation of berth. This study aimed to propose a rational guideline to adjust the berthing capacity. In order to decide proper berthing capacity, three berths of Port of Ulsan were selected and systematic evaluations for the safety of passage transit, berthing maneuvers, ship motions at berth and stabilities of structures were conducted. Small changes of ship size had little effect on those characteristics and little significant differences were found according to the increase of ship size at the same displacement. The evaluation results of the increasement of 50% of berthing capacity at 20,000 DWT, 25% at 40,000 DWT and 13% at 150,000 DWT were within the design criteria in which the berths were built. Therefore, if the channel width, diameter of turning circle, berth length and mooring arrangements are satisfied with the criteria, the current berth limitations should be adjusted by the displacement. as substitute for the deadweight.

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Analysis of RSET According to Exit Installation Standards for the Exterior of a Food Manufacturing Plant Building (식품공장 건축물 바깥쪽으로의 출구 설치기준에 따른 RSET 분석)

  • Park, Ha-Soung;Lee, Jae-Wook;Kong, Ha-Sung
    • The Journal of the Convergence on Culture Technology
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    • v.10 no.2
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    • pp.201-208
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    • 2024
  • In this study, we investigated whether the evacuation time according to the exit installation standards specified in the building code during a food factory fire is compatible with the evacuation time based on the performance-based design specified by the fire department, in order to determine if evacuation safety is ensured. We used the Pathfinder program to confirm the evacuation time, and experimented with three scenarios for exit installation standards towards the outside of the building: 60m, 80m, and 100m. The target building in the experiment corresponded to the building code's exit installation standard of 100m from each dwelling. The experimental results showed tt in the cases of 80m and 100m, ASET exceeded RSET, indicating tt evacuation safety was not ensured, while in the case of 60m, evacuation safety was maintained. Through this study, it was confirmed tt even when the exit installation standards towards the outside of the building are met, evacuation safety may not be guaranteed.

A Study on the Evaluation of Curved Track to Speed Up of Railway Vehicle (고속열차 주행시 곡선부의 궤도성능평가)

  • Kang Yun-Suk;Kim Eun;Park Ok-Jung
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.948-954
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    • 2004
  • This study deals with the Evaluation of track system, when Newly developed Korea High Speed Train(KHST) by KRRI and KTX trains are running pass curved track of conventional line. In order to evaluate stability of track and vehicle running safety. the effect of curve radius, the field tests were performed at sharply curved track.

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Development of Model for Highway Design Consistency Evaluation (2차로 도로선형 설계일관성 평가기준 개발)

  • Lee, Su-Il;Lee, Su-Beom;Kim, Jeong-Hyeon;Kim, Jang-Uk
    • Proceedings of the KOR-KST Conference
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    • 2007.02a
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    • pp.306-314
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    • 2007
  • This paper is to develop a model for evaluation of highway alignment design considering the driver's behavior in order to enhance the highway safety. Under the conditions, this research included a new evaluation criteria development and an analysis on how to change evaluation criteria according to roadway alignments, to evaluate safety. The vehicle spacing and speed deviation are suggested as new evaluation index The evaluation criteria model can be used to compare the anticipated safety performance of two or more geometric alternatives for a proposed highway improvement.

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Safety Performance Assessment for a Aged Building (노후 건축물의 안전성능 평가항목)

  • Kwon Dong-Chan;Lee Yong-Jae;Lee Chan-Sik
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.296-300
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    • 2004
  • As a building aged, overall performance considering structural safety, equipment safety and fire safety is lowering gradually. Since the building performance and the overall value of the building change as time elapse, exact safety performance of the building should be evaluated not only maintaining the building efficiently and also preventing disputes between buyer and seller of the building. We suggest major elements for assessing building's safety performance through surveying literatures, interviewing experts, reviewing existing assessment models, The assessment elements proposed here ate comprised of structural safety, equipment safety, fire safety, fire protection and fire escape, etc. This study helps to make a safety performance assessment criteria for a building.

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Structural Safety Evaluation of Multi-Pressure Integrated Chamber for Sport-Multi-Artificial Environment System (스포츠 멀티 인공환경 시스템을 위한 다중압력 일체형 챔버의 구조안전성 평가)

  • Lee, Joon-Ho;Kang, Sang-Mo;Chae, Jae-Ick
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.3
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    • pp.324-328
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    • 2019
  • There are several dedicated individual chambers for sports that are supplied and used, but none of them are multi-pressured all-in-one chambers that can provide a sport-multi environment simultaneously. In this study, we design a multi-pressure (positive / atmospheric / negative pressure) integrated chamber that can be used for the sport-multi-artificial environment system. We presented new chamber designs with enlarged space for the tall users and then carried out structural analysis with maximum stress and structural safety. Under the targeted allowable pressure conditions, maximum stresses occurred at the joint of the shell and the entrance, the structural safety of the chamber was evaluated with the allowable stress of its material. As a result of the structural analysis of the multi-pressure integrated chamber, the maximum stress for the positive pressure and negative pressure conditions was much smaller than the allowable stress of its material. And as a result of the structural safety evaluation, it was confirmed that the design of the final prototype for the chamber was structurally safe by satisfying the safety factor of 2 or more.

A Study on Priority Rankings of Actions Providing Personal Information Security (개인정보의 안전성 확보조치 기준에서의 우선순위 정립에 관한 연구)

  • Kim, Young Hee;Kook, Kwang Ho
    • Convergence Security Journal
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    • v.14 no.4
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    • pp.9-17
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    • 2014
  • With the rapid development of the Internet and information technology, a company that deals with personal information does not have proper action to protect personal privacy and not take measures for the safe handling and management of personal information. It generates the case to abuse of personal information occurring frequently. In order to focus the effort to reduce damage and protect the privacy of personal information entity and enhance privacy laws based on the connection method and the processing of personal information, Korea encourages a company to follow regulation by providing certain criteria. However, in the case of items of measures standard of safety of personal information such as priority applicable criteria in accordance with the importance of itemized characteristics and the company of each individual information processing is not taken into account, and there are some difficulties to execute. Therefore, we derive criteria by law and reviewing existing literature related, the details of the measures standard of safety of personal information in this study and generate a hierarchical structure by using the KJ method for layering and quantification of the evaluation in integration of the reference item similar and the grouping. Accordingly, the weights calculated experts subject using the AHP method hierarchical structures generated in this manner, it is an object of the proposed priority for privacy and efficient more rational enterprise.

철근 콘크리트 구조물의 화재조사ㆍ진단방법 및 유지관리방안(일본 콘크리리트공학협회 기준을 중심으로)

  • 권영진;이차돈;홍성걸;신영수;이경구
    • Magazine of the Korea Concrete Institute
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    • v.14 no.5
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    • pp.40-46
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    • 2002
  • 산업화 도시화에 따른 건축물의 밀집과 고층화의 환경에서 화재 재해 발생은 인명피해 및 재산피해에 치명적인 결과를 가져올 수 있으며 화재로 인한 인명 및 재산 피해는 두말할 것도 없이 막대한 국가적 손실을 초래한다고 할 수 있다. 따라서 화재발생을 사전에 억제하는 구조물의 방화ㆍ내화구조 및 피난계획, 소화설비 소화활동설비 등에 대한 방재 연구와 더불어 화재발생후 화재의 원인조사와 구조물의 재사용 여부 또는 보강 필요성, 자산의 평가의 과학적인 근거를 위해 신뢰성 있는 안전성 평가에 대한 연구가 필요한 실정이다.(중략)