• 한국항공우주학회지
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• 제49권6호
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• pp.457-464
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• 2021

위성발사체에 심각한 진동하중을 발생시키는 버펫 현상을 해석하기 위하여, CFD 해석과 반경험식을 결합하여 천음속 영역 해머헤드 발사체에서 발생할 수 있는 압력섭동을 예측하였다. RANS 해석을 수행하여 충격파 진동 영역, 박리영역, 박리 재부착 지점 등을 확인하였으며, 경계층 두께, 배제 두께, 경계층 끝단에서의 유동 정보를 계산하였다. RANS 결과와 공간 분포를 고려한 반경험식을 결합하여 해머헤드 페어링 주위의 압력 섭동과 파워스펙트럼을 예측하였고 시험 결과와 비교하였다.

• Computers and Concrete
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• 제27권5호
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• pp.473-487
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• 2021

The review of the literature and design guidelines indicates a lack of design codes governing the shear strength of reinforced concrete (RC) beams strengthened with ultrahigh-performance fiber-reinforced concrete (UHPFRC). This study uses the results of a 3D finite element model constructed previously by the authors and verified against an experimental programme to gain a clear understanding of the shear strength of RC beams strengthened with UHPFRC by using different schemes. Experimental results found in the literature along with the numerical results for shear capacities of normal-strength RC and UHPFRC beams without stirrups are compared with available code design guidelines and empirical models found in the literature. The results show variance between the empirical models and the experimental results. Accordingly, proposed equations derived based on empirical models found in the literature were set to estimate the shear capacity of normal-strength RC beams without stirrups. In addition, the term 'shear span-to-depth ratio' is not considered in the equations for design guidelines found in the literature regarding the shear capacity of UHPFRC beams without stirrups. Consequently, a formula estimating the shear strength of UHPFRC and RC beams strengthened with UHPFRC plates and considering the effect of shear span-to-depth ratio is proposed and validated against an experimental programme previously conducted by the authors.

• 대한조선학회논문집
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• 제31권4호
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• pp.119-129
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• 1994

본 연구의 목적은 좌초시 선저 보강판 부재를 대상으로 강체 웨지가 종방향으로 보강된 판으로 진입할 때의 흡수에너지-찢김길이 관계를 나타내는 실험식을 도출하는 것이다. 본 연구는 제1보에서 수행한 시리즈 실험 결과 및 찢김응답에 관한 주요 인자들의 중요도 조사 결과를 바탕으로 하고 있다. 준정적 하중상태에서 수행된 실험 결과를 바탕으로 무차원 해석을 수행하여 찢김이 진행되는 동안의 판부재의 흡수에너지를 찢김길이, 항복응력, 등가판두께, 웨지각도의 함수로 정식화하였다. 또한, 이식을 충격하중 작용시에도 적용할 수 있도록 동적 효과를 고려하였다. 특히, 본 연구에서는 동적 마찰 효과를 고려하기 위하여 동적 마찰 감소 계수의 개념을 도입하였다. 본 제안식의 유용성을 확인하기 위하여 기존의 제안식 및 충격 실험에 의해 얻어진 결과와 본 제안식의 결과를 비교하였다.

• 대한토목학회논문집
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• 제5권4호
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• pp.23-30
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• 1985

비점성토 지반에서 말뚝 기초의 지지력을 산정하는 방법으로 동역학적 공식이 있다. 이 공식은 사용이 간편한 반면에 공식에 사용되는 경험적인 계수값들의 타당성과 항타기록의 정확성등이 문제가 된다. 본 논문에서는 현재 널리 사용되는 6 종류의 공식을 선정하여 각 공식이 산출한 계산 허용 지지력을 말뚝 재하 시험으로부터 구한 실측 허용 지지력과 비교 분석하고, 말뚝 재하시험 결과와 동일한 허용 지지력을 산출할 수 있도록 선형 회귀곡선을 이용하여 각 공식을 수정하였다. 수정된 공식중에서 Gates의 공식이 가장 신뢰도가 높은 것으로 나타났으며, 기존의 Olson 수정공식과 비교한 결과 본 논문 제안 공식이 10% 이상 보수적인 결과를 산출하였다.

• Journal of the Korean Data and Information Science Society
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• 제25권3호
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• pp.493-499
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• 2014

야구의 승률은 총득점의 제곱을 총득점의 제곱과 총실점의 제곱의 합으로 나눈 것으로 추정된다는 야구의 피타고라스 정리에 대하여 많은 연구들이 활발하게 진행되고 있다. 본 연구에서는 피타고라스 정리에 사용되는 지수에 대한 새로운 추정방법을 제안하며 평균제곱오차의 제곱근 (root mean squared error; RMSE)을 이용하여 널리 알려진 추정방법들과 상대적 효율성을 비교하였다. 사용된 데이터는 1982년부터 2013년 사이의 모든 한국프로야구 기록이며, 그 결과 제안된 방법은 기존의 방법보다 RMSE 관점에서 바람직하다고 간주된다.

• Wind and Structures
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• 제17권3호
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• pp.275-298
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• 2013

This paper presents a number of approximated analytical formulations for the flutter analysis of long-span bridges using the so-called uncoupled flutter derivatives. The formulae have been developed from the simplified framework of a bimodal coupled flutter problem. As a result, the proposed method represents an extension of Selberg's empirical formula to generic bridge sections, which may be prone to one of the aeroelastic instability such as coupled-mode or single-mode (either dominated by torsion or heaving mode) flutter. Two approximated expressions for the flutter derivatives are required so that only the experimental flutter derivatives of ($H_1^*$, $A_2^*$) are measured to calculate the onset flutter. Based on asymptotic expansions of the flutter derivatives, a further simplified formula was derived to predict the critical wind speed of the cross section, which is prone to the coupled-mode flutter at large reduced wind speeds. The numerical results produced by the proposed formulas have been compared with results obtained by complex eigenvalue analysis and available approximated methods show that they seem to give satisfactory results for a wide range of study cases. Thus, these formulas can be used in the assessment of bridge flutter performance at the preliminary design stage.

• 해양환경안전학회지
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• 제27권3호
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• pp.447-456
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• 2021

Methods for predicting the ultimate/buckling strength of ship structures have been extensively improved in terms of design formulas and analytical solutions. In recent years, the design strategy of ships and offshore structures has tended to emphasize lighter builds and improve operational safety. Therefore, the corresponding geometrical changes in design necessitate the use of high-tensile steel and thin plates. However, the existing design formulas were mainly developed for thick plates and mild steels. Therefore, the calculation methods require appropriate modification for new designs beased on high-tensile steel and thin plates. In this study, a modified formula was developed to predict the ultimate strength of thin steel plates subjected to compressive and shear loads. Based on the numerical results, the effects of the yield stress, slenderness ratio, and loading condition on the buckling/ultimate strength of steel plates were examined, and a newly modified double-beta parameter formula was developed. The results were used to derive and modify existing closed-form expressions and empirical formulas to predict the ultimate strength of thin-walled steel structures.

• Geomechanics and Engineering
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• 제34권5호
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• pp.561-575
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• 2023

This study investigates to provide a fast solution to the problem of bearing capacity in layered soils with easily obtainable parameters that does not require the use of any charts or calculations of different parameters. Therefore, a hybrid approach including both the finite element (FE) method and machine learning technique have been applied. Firstly, a FE model has been generated which is validated by the results of in-situ loading tests. Then, a total of 192 three-dimensional FE analyses have been performed. A data set has been created utilizing the soil properties, footing sizes, layered conditions used in the FE analyses and the ultimate bearing capacity values obtained from the FE analyses to be used in multigene genetic programming (MGGP). Problem has been modeled with five input and one output parameter to propose a bearing capacity formula. Ultimate bearing capacity values estimated from the proposed formula using data set consisting of 20 data independent of total data set used in MGGP modelling have been compared to the bearing capacities calculated with semi-empirical methods. It was observed that the MGGP method yielded successful results for the problem considered. The proposed formula provides reasonable predictions and efficient enough to be used in practice.

• KIEE International Transaction on Electrical Machinery and Energy Conversion Systems
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• 제11B권4호
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• pp.129-136
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• 2001

In order to evaluate the dielectric recovery strength for GCBs, two equations have been usually utilized. One is the empirical formula obtained from a series of tests and the other is the theoretical formula obtained from the streamer theory. In this paper, both methods were applied to predict the small capacitive current interruption capability of model circuit breakers and were investigated in terms of the reliability by comparing the simulation results with test ones.

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2002년도 유체기계 연구개발 발표회 논문집
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• pp.465-470
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• 2002

For measuring friction-factor of artificially-roughened surfaces which are usually applied on damper seals, flat plate test apparatus is designed and fabricated. the measurement of leakage and pressure distribution through round-hole pattern specimen with different hole area is described and a method is discussed for determining the friction-factor experimentally. Results show that the friction-factor of the round-hole pattern surfaces is bigger than that of smooth surface and increases as increasing the hole area. A empirical friction factor model for round-hole pattern surface is defined as the Moody's friction factor formula.