• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.420-421
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• 2008

배전설비의 안정성검토 및 조형물과 충분한 측방이격거리 확보검토를 위해 일반지역 직선선로에서 2400mm 완철을 설치한 보통장주와 편출장주 일반용 콘크리트 전주의 강도를 검토하였으며, 편출장주시 완철의 길이변화가 전주강도에 미치는 영향을 살펴보았다. 표준경간[3]에서 보통장주형태의 전주는 대용량선로의 전선(ACSR/AW-OC $240mm^2$)을 설치한 경우에도 허용강도이내였으며, 표준경간에서 편출장주 형태의 전주는 보통장주일때 보다 전주의 휨모멘트는 증가하였고 일반선로 ACSR/AW-OC$160mm^2$ 이하의 전선을 설치한 경우 허용강도를 갖게 됨을 알 수 있었다. 또한, 편출장주 완철의 길이를 2400mm에서 3200mm로 증가시킨 경우, 전주의 휨모멘트는 증가하였으며, 전주는 표준경간이 40M 이하에서 대용량선로의 전선을 설치한 경우에도 허용강도를 갖게 됨을 알 수 있었다.

• Proceedings of the KSR Conference
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• 2004.10a
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• pp.1334-1340
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• 2004

Existing of angle assembly and angle beam joint examination with steel pole and steel beam of assembly existing anglerather then excellent enumerate, joint of beanding moment examination and economical existing show, in the futher, angle beam rather then steel I beam with all change.

• Journal of the Korean Geotechnical Society
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• v.16 no.2
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• pp.135-143
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• 2000

고강도 H말뚝은 다른 말뚝에 비해 관입성이 우수하며, 경제적으로 시공이 가능하여 도로공사 및 건축공사의 기초말뚝으로 광범위하게 전세계적으로 사용되어지고 있다. 따라서 본 논문에서는 고강도 H말뚝, 강관말뚝 및 PHC 말뚝에 정재하시험과 동재하시험을 실시하여 허용지지력을 비교 분석하였으며, 각각의 말뚝에 대한 동재하시험을 통해 시간경과효과를 평가하였다. 정재하시험과 동재하시험을 비교 분석한 결과 하중-침하곡선이 유사한 것으로 조사되었다. 또한 고강도 H말뚝, 강관 말뚝, PHC 말뚝이 지반내에 향타되었을 때의 허용지지력은 시간이 경과함에 따라 증가하는 것으로 평가되었다. 재하시험 결과 시간경과효과로 인해 지반의 허용지지력이 상승됨을 알 수 있어 앞으로 기초말뚝 설계시 참고자료로 활용할 수 있을 것으로 사료된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.7 no.3
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• pp.404-408
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• 2006

In this paper, connection strength between facing block and tie-bar was investigated through experimental study with varying in-fill material such as concrete, soil and crushed stone. Also, connection strength between anchor block and tie-bar was investigated with varying in-fill material. According to the experimental results, in case of using in-fill concrete, connection strength between facing block and tie-bar was larger than allowable tension load of tie-bar. Whereas in case of using in-fill soil or crushed stone, connection strength between facing block and tie-bar was less or similiar to allowable tension load of tie-bar. Connection strength between anchor block and tie-bar for which crushed stone was used as in-fill material, was larger than allowable tension load of tie-bar.

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.84.1-84.1
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• 2010

국내에서는 플레이트거더의 휨 강도 및 전단 강도를 허용응력설계법에 기반한 도로교설계기준(2005)에 근거하여 규정하고 있으며, 국외의 경우 하중저항계수설계법에 근간을 둔 AISC(2005) 등의 규정을 통해 산정하고 있다. 최근에는 인장강도 800MPa 급의 강재가 생산되고 있으나 국내 설계기준에서는 아직까지 상기 인장강도를 갖는 고강도강에 대한 설계기준은 마련되지 않고 있다. 본 연구에서는 휨과 전단이 동시에 작용하는 고강도강 적용 플레이트거더의 극한거동 해석을 통해 국내기준의 적용성을 판단하고, 국외기준인 AISC(2005)와 비교하여 나타내어 허용응력설계법에 근거한 국내기준의 강도산정법의 한계점에 대해 고찰하였다.

• International Journal of Highway Engineering
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• v.11 no.4
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• pp.95-105
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• 2009

This study was conducted to investigate the effects of concrete flexural strength and surface smoothness, which were pay factors of concrete pavements, on pavement performance, and to develop the methodologies to determine the proper allowable ranges according to the magnitudes of those pay factors. The concrete flexural strength was analyzed using the AASHTO, power, and linear fatigue failure models, and the surface smoothness was analyzed for the roughness indices of PSI, IRI, and PrI using the AASHTO model. The analysis results showed that the allowable range of the flexural strength should be determined using the rate between the deficiency and strength, and the penalty should be linearly proportional to the strength deficiency rate because the linear relationship between the strength deficiency rate and the reduction in pavement life was observed. As the initial surface smoothness became better, the smoothness deficiency rate should be larger. The penalty due to the surface smoothness deficiency should also be linearly proportional to the smoothness deficiency rate.

• Journal of the Korean Geosynthetics Society
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• v.18 no.3
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• pp.89-100
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• 2019

The purpose of this study is to analyze the characteristics of bearing capacity of pre-bored super strength PHC (SSPHC) piles socketed in rocks based on dynamic load test results. Because the SSPHC piles have high compressive concrete strengths compared with those of regular high strength PHC piles, the allowable structural strengths of the SSPHC piles were increased. For optimal design of the super strength PHC piles, the geotechnical bearing capacity of the SSPHC piles should also increased to balance the increased allowable structural strength of the SSPHC piles. Current practices of pile installation apply the same amount of driving energy on both SSPHC and high strength PHC piles. As results of analyzing factors that influence bearing strength of SSPHC piles using dynamic load test, there was no relationship between SPT-N value at pile toe and end bearing capacity. But driving energy effects on end bearing capacity. In case of skin friction, driving energy had no effects. And reasonable method verifying design bearing strength is necessary because end bearing capacity is not considered sufficiently in restrike test results.

• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.5
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• pp.547-559
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• 2012

The concrete structural design in domestic has based on the allowable stress design (ASD) method and ultimate strength design (USD) method. Recently limit state design (LSD) method has issued and attempted to adopt in geotechnical design. Because ASD method and USD method have restriction in economic design. In this study, the generated member forces were calculated about high strength concrete segment lining based on japanese LSD code. And it compared with domestic USD code for identifying the economic design possibility of LSD and domestic applicability. In analysis results, the aspect of moment had generated similarly each other but the member forces of japanese LSD code were decreased (26.0% of moment and 26.7% of shear force) comparing with USD method. For that reason, possibility of economic segment design with stable condition were identified.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05b
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• pp.455-460
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• 1996

원자력발전소의 기기들에 대한 허용정지시간과 점검주기는 운영기술지침서(Technical Specification)에 명시되어 있는데 점검주기가 짧은 기기의 잦은 점검은 손상부품의 교체를 통하여 발전소의 불이용도를 감소시키는 효과가 있는 반면 점검원의 부담을 늘려 보수시 인적오류의 증가로 인한 불이용도 증가의 가능성이 있다. 본연구에서는 기기의 허용정지 시간과 점검주기를 변화시켜 계통의 불이강도를 IRRAS 5.0을 이용하여 허용정지시간과 점검주기의 변화가 계통의 불이용도에 미치는 영향을 분석하는 평가체계를 개발하고 영광 3,4호기 보조급수계통에 적용하였다.

• Composites Research
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• v.25 no.4
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• pp.105-109
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• 2012

Recently, development of a small aircraft has been carried out for the BASA(Bilateral Aviation Safety Agreement) program in Korea. This aircraft adopted all composite structures for environmental friendly by low fuel consumption due to its lightness behavior. However the composite structure has disadvantage which is very weak against impact damages. Therefore, damage allowable design of aircraft structure must be performed considering compressive fracture strength. This point is very important for certification of composite structure aircraft. In this paper, it is performed the research on damage tolerance of thick laminate adopting aircraft structure. The damage tolerance of three different types of thick laminates such as no damage, open hole and impact damage is evaluated under compression loading.