• 제목/요약/키워드: safety reinforcement

검색결과 774건 처리시간 0.028초

주철근비에 따른 고강도콘크리트보의 전단강도 특성 (The Effect of Longitudinal Steel Ratio on Shear Strength of Reinforced High Strength Concrete Beams)

  • 김진근;박연동
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1992년도 봄 학술발표회 논문집
    • /
    • pp.131-136
    • /
    • 1992
  • Eight singly reinforced high strength concrete beams without web reinforcement were tested to investigate their behavior and to determine their ultimate shear capacities. In this study, the main variable was the ration of longitudinal reinforcement. Test results were compared with strength predicted by using ACI code, Zsutty's dquation and Bazant & Kim's equation. As the result, for the beams of low steel ratio, the margin of safety in ACI code may be disappeared. It was shown that Zsutty.s equation well predict the trend of the test data.

  • PDF

운영 중인 철도노반 보강을 위한 그라우팅 성능 (Grouting Performance for the Reinforcement of Operating Railway Roadbed)

  • 정혁상;한진규;문준식;윤환희
    • 한국지반환경공학회 논문집
    • /
    • 제18권12호
    • /
    • pp.13-23
    • /
    • 2017
  • 본 논문에서는 운영 중인 철도노반의 침하에 대응하고자 노반보강 재료와 공법에 대한 내용을 다루었다. 국내에서는 도시철도와 고속철도, 그리고 일반철도에 콘크리트궤도가 도입되고 있지만 최근 시공된 일부구간에서 콘크리트궤도의 노반침하가 발생되고 있고, 유지보수에 어려움을 겪고 있는 실정이다. 철도 안전운행을 위해 침하된 철도노반의 보강이 시급하지만 현재까지 운영중인 철도노반의 보강에 대한 시공사례는 전무한 상태로서 노반 보강에 어려움이 있다. 따라서 본 연구에서는 최초로 시도되는 운영 중인 철도노반을 보강하기 위해 지반보강 재료들을 통해 노반 보강의 목표성능을 선정하였고, 이에 침투성능 및 고결성 주입효과 등을 확인하여 목표성능의 만족여부를 판단하였다. 연구 결과 일반적으로 쓰이는 지반보강재료 및 공법들은 철도노반 보강의 적용을 위해 개선이 필요하다는 것이 확인되었다.

철근콘크리트 휨부재의 최소철근비에 대한 고찰 (An Examination of the Minimum Reinforcement Ratio for Reinforced Concrete Flexural Members)

  • 최승원
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제21권6호
    • /
    • pp.35-43
    • /
    • 2017
  • 철근콘크리트 휨부재의 최소철근비는 부재의 취성 파괴를 방지하기 중요한 설계 인자이다. 콘크리트구조기준과 도로교설계기준에서 사용되는 최소철근비는 단면의 유효 깊이 및 모멘트 팔길이에 대한 가정을 통해 산정되었다. 따라서 이 연구에서는 재료 모델과 힘의 평형 관계를 통해 합리적으로 최소철근비를 산정할 수 있는 방법을 제안하였다. 연구 결과 도로교설계기준의 포물-사각형 곡선을 통해 산정된 최소 철근비는 현재 설계 기준에 의한 최소철근비의 약 52~80% 수준으로 산정되어 경제적인 설계가 가능한 것으로 나타났다. 또한, 재료 모델을 통한 최소철근량이 배치된 부재의 연성 능력은 현재 설계 기준에 의한 값의 약 89% 수준으로 평가되었으나, 부재의 연성도는 7 이상으로 충분한 연성능력을 보였다. 따라서 제안된 포물-사각형 곡선을 통한 최소철근비는 휨부재 설계의 이론적 합리성 뿐만 아니라 안전성 및 경제성을 확보할 수 있는 것으로 나타났다.

신장형 띠형 보강재의 형상에 따른 인발저항 및 시공성능 평가 실험 연구 (The Evaluation of Pullout Resistance and Installation Damage according to the Shape of Flexible Strip Reinforcement)

  • 정재형;김재홍
    • 지질공학
    • /
    • 제31권3호
    • /
    • pp.321-332
    • /
    • 2021
  • 최근 새로운 개념의 보강토 옹벽이 많이 개발되고 있으나, 개발된 보강재에서 발생되는 시공과정에서 문제나 붕괴와 같은 문제의 연구는 부족한 실정이다. 이에 본 연구에서는 신장형 띠형 보강재의 형상에 따른 현장 적용성을 인발저항시험과 내시공성시험으로 평가하고자 하였다. 시험체는 일반적인 신장형 띠형 보강재, 돌기가 부착된 개발된 신장형 띠형 보강재, 지오그리드를 절단하여 만든 띠형 보강재를 사용하여, 신장형 띠형 보강재 형상의 차이에 대한 기초적인 연구를 수행하고 각 보강재료의 장단점을 비교하였다. 연구 결과로서 보강재의 형상에 따른 장·단점을 명확하게 가지고 있는 것으로 나타났으며, 보강토 옹벽의 설치 조건과 뒤채움재의 입도를 고려하여 선택한다면 최선의 보강재를 선택할 수 있을 것으로 나타났다.

학교건축물의 누수진단 및 보수방안에 관한 사례 연구 (An example of repair works and leakage analysis for school facility)

  • 이재범;권시원;곽규성;오상근
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2004년도 학술.기술논문발표회
    • /
    • pp.105-108
    • /
    • 2004
  • The most of former schools facility have been planed and constructed with cement liquid waterproofing which is moth to be desired fir behavior of structure. However. It cause to decline safety for structure and also increase repairing cost that by leakage to behavior for thermal effects, Moreover, It is necessary for establishment fundamental counterplan of maintenance for schools facility to improve educational environment in budget support and proper diagnostic tech. and evaluation, repair reinforcement. In present paper, Firstly, we analyze out leakage and defect of schools facility of ㅇㅇ district office of education. Secondly, suggest the proper diagnostic tech. as leakage factor to develope efficiency of using space for durability and safety from leakage with suggestion the proper diagnostic.

  • PDF

Shear strength of RC beams. Precision, accuracy, safety and simplicity using genetic programming

  • Cladera, Antoni;Perez-Ordonez, Juan L.;Martinez-Abella, Fernando
    • Computers and Concrete
    • /
    • 제14권4호
    • /
    • pp.479-501
    • /
    • 2014
  • This paper presents the improvement of the EC-2 and EHE-08 shear strength formulations for concrete beams with shear reinforcement. The employed method is based on the genetic programming (GP) technique, which is configured to generate symbolic regression from a set of experimental data by considering the interactions among precision, accuracy, safety and simplicity. The size effect and the influence of the amount of shear reinforcement are examined. To develop and verify the models, 257 experimental tests on concrete beams from the literature are used. Three expressions of considerable simplicity, which significantly improve the shear strength prediction with respect to the formulations of the different studied codes, are proposed.

펌프제조업체 인력실태에 관한 연구 (A study on labor management of pump manufacturing industry)

  • 김봉선;이석환;이승무
    • 대한안전경영과학회지
    • /
    • 제9권3호
    • /
    • pp.173-182
    • /
    • 2007
  • We suggested the policy of labor management in pump manufacturing industry through survey in order to improve competitive ability. In pump manufacturing industry, since it is difficult to find sufficient worker having technical skill and knowledge concerning pump manufacturing technology, therefore the industry must cultivate the employee systematically. We reached the result, production engineer and R&D engineer play an important role to improve competitive ability in pump manufacturing industry. Though they need technical education, the effect of education was not satisfactory. To solve this problem, suitable technical education course must be devised. Marketing reinforcement is a important factor in pump manufacturing industry. To achieve marketing reinforcement, each company must develop their present technology further and raise marketing ability to expand internal and external business. It is also consulted to use IT technology.

Wind-induced fragility assessment of protruding sign structures

  • Sim, Viriyavudh;Jung, WooYoung
    • Wind and Structures
    • /
    • 제31권5호
    • /
    • pp.381-392
    • /
    • 2020
  • Despite that the failure of sign structure may not have disastrous consequence, its sheer number still ensures the need for rigorous safety standard to regulate their maintenance and construction. During its service life, a sign structure is subject to extensive wind load, sometimes well over its permissible design load. A fragility analysis of a sign structure offers a tool for rational decision making and safety evaluation by using a probabilistic framework to consider the various sources of uncertainty that affect its performance. Wind fragility analysis was used to determine the performance of sign structure based on the performance of its connection components. In this study, basic wind fragility concepts and data required to support the fragility analysis of the sign structure such as sign panel's parameters, connection component's parameters, as well as wind load parameters were presented. Fragility and compound fragility analysis showed disparity between connection component. Additionally, reinforcement of the connection system was introduced as an example of the utilization of wind fragility results in the retrofit decision making.

전방 차체의 정면 충돌성능 향상을 위한 범퍼 스테이 설계 (Bumper Stay Design for Improving Frontal Crash Performance of Front Body)

  • 강성종
    • 자동차안전학회지
    • /
    • 제6권2호
    • /
    • pp.5-11
    • /
    • 2014
  • Front side member of the front impacted vehicle plays a key role in minimizing the impacting load transferred to the compartment. To perform that required function, axial collapse should be dominant during side member crashing and, prior to designing side member, it is crucial to minimize bending moment occurred at the front end. In this study, for FE model of a SUV front body, front impact analyses were carried to find out bumper stay design which effectively develope axial collapse in the side member. As a previous work, the thickness of side member reinforcement were changed. Next, the inner thickness of bumper stay was increased. Also, the bead shape and location were modified. Final front body model showed much more axial collapsed mode and enhanced crash performance. In addition, a stay of octagon section was adopted and that model exhibited distinctive increase in impact energy absorption.

강화학습 기반의 다단계 공급망 분배계획 (Reinforcement leaning based multi-echelon supply chain distribution planning)

  • 권익현
    • 대한안전경영과학회지
    • /
    • 제16권4호
    • /
    • pp.323-330
    • /
    • 2014
  • Various inventory control theories have tried to modelling and analyzing supply chains by using quantitative methods and characterization of optimal control policies. However, despite of various efforts in this research filed, the existing models cannot afford to be applied to the realistic problems. The most unrealistic assumption for these models is customer demand. Most of previous researches assume that the customer demand is stationary with a known distribution, whereas, in reality, the customer demand is not known a priori and changes over time. In this paper, we propose a reinforcement learning based adaptive echelon base-stock inventory control policy for a multi-stage, serial supply chain with non-stationary customer demand under the service level constraint. Using various simulation experiments, we prove that the proposed inventory control policy can meet the target service level quite well under various experimental environments.