• 제목/요약/키워드: global factor of safety

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농산물 수출 물류체계의 환경분석 및 3PL을 통한 효율화 방안 (Environmental Analysis and Efficiency Improvement Plan of Agricultural Export Logistics through Applying 3PL)

  • 임장혁;한영근
    • 대한안전경영과학회지
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    • 제15권1호
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    • pp.183-191
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    • 2013
  • After the Uruguay Round, Korean agriculture industry has been protected and reared with government grants. However, until now there has been very minimal development to establish a solid export industry which can make the most of the trade agreements in place. There has been much research on ways to expand agricultural exports in order to respond properly to this ever changing environment and sustainable agricultural industry. As all other export industries, an efficient logistics network is paramount in order to allow the agricultural industry to respond to changes in demand and penetrate global markets. The lack of systematic logistics activities such as packaging, transportation, unloading, storage, and information transfer in farms has been a major factor in the inefficiency of the agricultural industry resulting in minimal development. From this perspective, 3PL was proposed and applied as a way to build on the streamlining of export of agricultural logistics system. The Agri 3PL is considered as an efficient agricultural exports method as a new concept connecting producers with exporters.

물류창고 불출자 로드밸런스율 증대 휴리스틱 알고리즘 개발 (A Study on the Heuristic Algorithm Development for Load Balance Ratio Increase of Workers in Warehouse)

  • 전욱;장정환;장청윤;조용철;이창호
    • 대한안전경영과학회지
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    • 제19권1호
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    • pp.203-210
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    • 2017
  • Companies are pursuing the management of small quantity batch production or JIT(Just-in-time) system for improving the delivery response and LOB(Line Balancing) in order to satisfy consumers' increasing demands in the current global economic recession. And in order to improve the growth of production for reducing manufacturing cost, improvements of the Load Balancing have become an important reformation factor. Thus this paper is aimed at warehouse which procures materials on the assembly line in procurement logistics of automotive logistics and proceed with research on heuristic algorithm development which can increase the Load Balancing of workers. As a result of this study, when applied the primary target value, it was verified that the whole workers decreased from 28 to 24. Furthermore, when specified the secondary target value and applied algorithm once more, it was verified that the Load Balance Ratio was improved from 44.96% to 91.7%.

Overview and Analysis of New International Code of Practice for Pile Foundation

  • Yoon, Gil-Lim
    • 한국지반공학회지:지반
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    • 제12권3호
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    • pp.73-82
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    • 1996
  • 하중과 저항계수 설계론을 채택하는 극한상태 설계 법이 지반공학분야에도 세계적인 추세로 적용되고 있다. 현재의 허용응력설계법은 논란을 거듭하면서 극한상태 설계법으로 교체되리라 전망된다. 최근에 북미와 유럽에서 시방서로 발간되면서 본격적으로 지반공학설계분야에 관심이 되고 있다. 이러한 세계적인 설계이론을 적절히 비교분석함은 장차 한국의 건설여건에 맞도록 적용하는데 기본요건이라 하겠다. 본 논문에서는 극한상태설계 법을 검토하고 말뚝설계에 하중과 저항계수 설계론을 적용하여 분석하고자 한다.

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케이블의 비선형 가동효과를 고려한 사장교 강거더의 좌굴 안전성 평가 (Buckling Stability in the deck Steel Girder of Cable stayed Bridge Considered Nonlinear Behavior of Stay Cable)

  • 최학재
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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    • pp.129-139
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    • 2005
  • The focused topic according to be slender and longer of cable stayed bridge's main span is as follows (1) Aerodynamic stability (2) Lateral movement of stiffening girder caused by wind force during and after construction (3) Global bucking of stiffening girder caused by axial force Among this, the number 3 has not received much attention in the past due to high buckling safety factor of stiffening girder. However, according to be slender of stiffening girder, the topic of buckling stability of girder is not any more unconcerned subject. The purpose of this paper is to examine the effect of stay cable's nonlinear behavior on the buckling stability of cable-stayed bridge.

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섬유거푸집을 적용한 비탈면의 안정성 평가 (Evaluation of slope stability with Fabric Form)

  • 안광국;최영근
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.689-697
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    • 2005
  • The soil nailing system at permanent slope reinforcement is used with various facing methods in Korea. Also, pressure-injected grout technique is variously applied to many structures. However, most design of the pressure-injected grout technique have been carried out empirically because of complicated mechanisms associated with the behavior of surrounding soils and the hardening process of cement grout. Therefore this study, a newly modified soil nailing technology named as the PGSN (Pressure Grouting Soil Nailing) system with fabric form is developed to increase the global stability. Up to now, the PGSN system has been estimated mainly focusing on an establishment of the design procedure. In the present study, numerical study are carried out to evaluate potential failure surface and minimum factor of safety including facing stiffness and expanded radius of cemented grout by SSR (Shear Strength Reduction) technique. Also, results of numerical analysis are carried out for the typical section of soil nails slope using $FLAC^{2D}$ program for expanded effective radius by pressure grouting.

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프리스트레스트 콘크리트 보 단면의 최적설계 (Optimization of Prestressed Concrete Beam Section)

  • 조선규;최외호
    • 콘크리트학회논문집
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    • 제12권4호
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    • pp.91-101
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    • 2000
  • As the computer related technology evolves a study for a practical use of real structure as well as its hteory for optimum design has been greatly advanced. But the study on optimum design of pre-stressed concrete beam(PSC-beam) bridge for the construction of national roads and highways in Korea is not sufficient. Since a standard section for the PSC-beam is proposed, it is practically used in designing the PSC-beam. It is noticed that the section using the current standard PSC-beam design to be an over-designed with its surplus safety factor. Therefore, it is necessary to consider economical PSC-beam section which automatically satisfies all requirement of design specifications. Thus, in this study, the optimum design methods of PSC-beam are carried out using the gradient-based search method and global search method. As a result of the optimum design method, it was confirmed that the design of PSC-beam has a serious properties to non-linearity and discontinuity. And the section that in economical and efficinet design methods than the current standard design method is proposed.

Add to Cart or Buy It Now? Factors Influencing the Usage Intention of Online Shopping Cart

  • Kim, Namhee;Chun, Sungyong
    • Journal of Information Technology Applications and Management
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    • 제25권2호
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    • pp.117-132
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    • 2018
  • This study examines the reason why consumers try to use the online shopping cart more, and especially analyzes the influence of personal psychological factor such as regulatory focus. Hypotheses are tested with a two-way ANOVA model using experimental data collected from 210 undergraduate students at a business school in South Korea. We found that prevention focused consumers try to use online shopping cart more than promotion focused consumers. It is possible that prevention focused consumers try to consider as many alternatives as possible to ensure safety as they focus on negative results or losses during shopping online. However, we also found out when the buying purpose is utilitarian, promotion focused consumers are not different from the promotion in terms of the usage intention of online shopping carts. Marketing managers can provide different messages customized for their consumers by leading them to use the online shopping cart in a more effective way.

강우시 뒷채움재의 투수특성에 따른 보강토옹벽의 거동 (Effect of Rainfall on the Behavior of MSE Wall)

  • 김대현;이익효;김선학;서준형;이광기
    • 한국철도학회논문집
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    • 제15권3호
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    • pp.257-265
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    • 2012
  • 강우시 보강토옹벽의 붕괴가 빈번하게 발생하고 있어 강우특성 및 뒷채움재 투수 특성에 따른 보강토 옹벽의 거동분석은 필수적이다. 이에 본 연구에서는 강우특성과 뒷채움 재 투수특성에 따른 보강토옹벽의 거동을 분석하고자 국내의 보강토옹벽 설계기준에 맞게 모델링 후 강우특성을 반영하여 침투해석 및 유한요소해석을 연계하여 실시하였다. 해석 결과, 강우재현기간 24시간, 48시간, 96시간 조건에서 강우발생기간 및 포화투수계수와 강우강도 비(ks/I)에 따라 보강토옹벽의 배면간극수압, 전면벽체의 최대발생변위, 옹벽전체 안전율의 변화하는 특성을 알 수 있었다. 또한, 포화투수계수와 강우강도 비(ks/I)의 조건에서 투수계수가 증가함에 따라 옹벽 전체안전율이 증가하는 것으로 나타났으며 국내강우특성을 고려할 때 보강토옹벽의 안정을 위해서는 뒷채움재의 투수계수가 최소 $2.56{\times}10^{-5}m/sec$ 보다 큰 것을 사용하는 것이 바람직할 것으로 나타났다.

업소용 가스레인지 버너의 일산화탄소 배출 특성을 고려한 최적 설계변수 도출 (Derivation of Optimal Design Variables Considering Carbon Monoxide Emission Characteristics of Commercial Gas Stove Burners)

  • 김일곤;김태훈
    • 한국안전학회지
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    • 제39권1호
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    • pp.1-8
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    • 2024
  • Commercial gas stoves feed primary air to the burner and burn the fuel-air mixture in a partially premixed combustion. This mechanism produces carbon monoxide during combustion. In this study, design parameters of a commercial gas stove were optimized by considering the carbon monoxide emission. Gas consumption rate, carbon monoxide emission, and water boiling temperature as a heating performance were determined. Carbon monoxide emission was measured using a Korean Industrial Standards standard collector. Water boiling temperature was measured by first soaking the pot in water for approximately 10 min and then heating the pot filled with water. A thermocouple was installed inside the pot. Carbon monoxide increased as the nozzle diameter was increased and the burner-pot height was decreased. This result was due to the insufficient mixing between the fuel and air. Heating performance was enhanced when the nozzle diameter was increased and the burner-pot height was decreased. However, the heating performance deteriorated when the nozzle diameter was 1.8 mm and the burner-pot height was reduced to 50 mm. This phenomenon was due to the formation of a flame on the side of the pot. A merit factor was defined to find the optimal design parameters to satisfy gas consumption rate, carbon monoxide emission, and heating performance. Optimal design values were established to be a nozzle diameter of 1.5 mm and a burner-pot height of 60 mm.

비탈면 복구사례 분석을 통한 쏘일네일링 공법의 국내외 설계기준 평가 (Evaluation of Domestic and Foreign Design Standards for Soil Nailing Method by Analysis of Slope Restoration Case)

  • 유광호;김태원
    • 한국지반환경공학회 논문집
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    • 제20권11호
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    • pp.11-22
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    • 2019
  • 쏘일네일링 설계기법은 한계상태설계와 허용응력설계에 기반한 두가지 형태가 있다. 한계상태설계법은 지반강도와 작용하중 등에 개별적인 계수를 적용하여 안정성을 판단하며, 허용응력설계법은 안전율을 산출하고 이값을 허용최소안전율과 비교하여 안정성을 판단하는 설계법이다. 쏘일네일링 벽체 설계의 세계적인 추세는 허용응력설계법에서 한계상태설계법으로 변화하고 있다. 대부분의 국가에서 한계상태설계법을 적용하고 있으나 한국 및 일본에서는 아직까지 허용응력설계법을 사용하고 있다. 본 연구에서는 비탈면의 붕괴가 발생하여 보강이 이루어진 실제 쏘일네일 보강 비탈면에 대해, 미국의 FHWA GEC 7(2015), 프랑스의 Clouterre(1991), 영국의 CIRIA(2005), 홍콩의 Geoguide 7(2008) 및 한국의 건설공사비탈면설계기준(KDS 11 70 15, 2016)을 적용하여 안정성을 평가하고 그 결과를 상호 비교 분석하였다. 분석 결과, 국내의 건설공사비탈면설계기준에서 제시한 전체 안정성 검토 방법이 가장 보수적이며, FHWA, Clouterre, Geoguide 7 및 CIRIA의 순서로 보수적인 것으로 밝혀졌다. 그러나 그 결과에 있어서 FHWA과 Clouterre의 차이는 미미한 것으로 분석되었다. 또한, 본 연구를 통해 인발저항력의 극한값 적용, 부분 계수값의 도입 또는 피해규모를 고려한 최소안전율 차등적용 등 설계기준 개선을 위한 노력이 필요함을 파악하였다.