• 대한조선학회지
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• 제23권4호
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• pp.35-43
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• 1986

Recently, the SWATH concept hull form which is capable of high speed navigation with small oscillatory motions in waves, was developed from the catamaran type hull forms. This paper discribes a method to predict motion responses of a SWATH ship in regular waves using the strip theory. The 2-dimensional hydrodynamic problem was solved using the improved Green integral equation which is free from the irregular frequencies. The effects of viscous drag which is dominant in heave damping of the SWATH ship are taken into account. Further, the effects of the stationary stabilizing fins which is important in high speed performance of the SWATH ship are included in the equation of motions. It seems that the motion responses calculated by the present method show better agreement with experimental results than other existing numerical results.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권3호
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• pp.700-714
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• 2014

This study aims to identify the relations between seakeeping characteristics and hull form parameters for YTU Gulet series with cruiser stern. Seakeeping analyses are carried out by means of a computer software which is based on the strip theory and statistical short term response prediction method. Multiple regression analysis is used for numerical assessment through a computer software. RMS heave-pitch motions and absolute vertical accelerations on passenger saloon for Sea State 3 at head waves are investigated for this purpose. It is well known that while ship weight and the ratios of main dimensions are the primary factors on ship motions, other hull form parameters ($C_P$, $C_{WP}$, $C_{VP}$, etc.) are the secondary factors. In this study, to have an idea of geometric properties on ship motions of gulets three different regression models are developed. The obtained outcomes provide practical predictions of seakeeping behavior of gulets with a high level of accuracy that would be useful during the concept design stage.

• Coupled systems mechanics
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• 제3권2호
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• pp.233-245
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• 2014

Coupled finite element analysis is carried out to study the effect of degree of saturation on the vertical displacements and pore water pressures simultaneously by developing a FORTRAN90 code. The finite element formulation adopted in the present study is based upon Biot's consolidation theory to include partially saturated soils. Numerical methods are applied to a two-dimensional plane strain strip footing (flexible) problem and the effect of variable degree of saturation on the response of excess pore water pressure dissipation and settlement of the footing is studied. The immediate settlement in the case of partly saturated soils is larger than that of a fully saturated soil, the reason being the presence of pore air in partially saturated soils. On the other hand, the excess pore water pressure for partially saturated soil are smaller than those for fully saturated soil.

• 한국전기전자재료학회논문지
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• 제13권7호
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• pp.630-635
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• 2000

Superconducting power cable is one of the most promising energy application of high-T$\sub$2/ superconductor(HTS). Thus we investigated previously the electrical and mechanical characteristics on Bi-2223 Ag sheathed tape. And a prototype HTS cable have been designed constructed and tested. In case of 19-filament type transport losses agree with the results of norris theory(strip). The critical current of HTS cable(1, 19-filament) in LN$_2$was 116[A], 240[A] and degradation coefficient(k) was 0.71, 0.73 respectively. In case of 19-filament cable critical current was decreased because of mechanical strain at pitch. And AC loss of HTS cable(19-filament) was 0.7 [W/m] in 240[A] loading

• 한국항해학회지
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• 제18권4호
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• pp.11-21
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• 1994

Final aim of this paper is a study on simulation of automatic steering of a ship in random seas. In order to achieve this aim, we need excitation due to random seas. The excitation may be estimated from energy spectrum of irregular waves and response functions of manoeuvring motion of a ship in regular waves. This paper deals with response functions of manoeuvring motion of a ship in regular waves. We discussed New Strip Method(NSM) of sway-yaw-roll coupled motions in regular waves. NSM is defined in space axes system and that has been used to predict seakeeping performance of a ship in waves. But ship manoeuvring is defined in body fixed axes system. So we cannot use NSM theory itself in predicting manoeuvring performance of a ship in waves. We introduced relationship between space axes system and body fixed axes system. And we developed modified NSM which was defined in body fixed axes system and was able to be used in manoeuvring motion of a ship in waves. We calculated sway and yaw response functions of manoeuvring motion of a bulk carrier in regular waves.

• Ocean Systems Engineering
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• 제9권2호
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• pp.157-177
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• 2019

Studies on motion response of a vessel is of great interest to researchers, since a long time. But intensive researches on stability of vessel during motion under dynamic conditions are few. A numerical model of vessel is developed and responses are analyzed in head, beam and quartering sea conditions. Variation of response amplitude operator (RAO) of vessel based on Strip Theory for different wave heights is plotted. Validation of results was done experimentally and numerical results was considered to obtain effect of damping on vessel stability. A scale model ratio of 1:125 was used which is suitable for dimensions of wave flume at National Institute of Technology Calicut. Stability chart are developed based on Mathieu's equation of stability. Ince-Strutt chart developed can help to capture variations of stability with damping.

• 한국구조물진단유지관리공학회 논문집
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• 제13권1호통권53호
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• pp.125-134
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• 2009

이 논문은 직시각형 단면을 갖는 원호형 등단면 띠기초의 자유진동에 관한 연구이다. 띠기초를 지지하는 지반을 두 변수 탄성지반으로 모형화하였다. 두 변수 탄성지반으로 지지된 원호형 띠기초의 휨-비틀림 자유 진동을 지배하는 미분방정식을 유도하고 이를 수치해석하여 고유진동수 및 진동형을 산정하였다. 띠기초의 경계조건은 자유-자유로 하여 최저저차 4개의 고유진동수를 산정하였다. 수치해석의 결과로, 중심각, 깊이비, 접촉비, 탄성계수비, 지반변수 등 5개의 변수가 고유진동수에 미치는 영향을 보고하였다. 변위 및 합응력의 진동형을 그림으로 나타내었다. 실험을 통하여 이 연구의 결과를 검증하였다.

• 한국전자파학회논문지
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• 제13권9호
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• pp.964-970
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• 2002

본 논문에서는 도로지형에 따른 안테나 방사패턴 형성에 대하여 도심지 교차로형 모양의 방사패턴을 갖는 안테나의 설계제작에 그 목적이 있다. 본 논문에서 제안한 도로는 폭 60 m, 길이 200 m의 도심지 8차선 교차로이며 이에 적용할 수 있는 기지국용 안테나의 방사패턴으로 십자형 방사패턴을 제안하였다. 설계 방법으로는 임의의 방사패턴의 형성을 타원식의 합으로 구하였으며, 이에 Woodward-Lawson 방법을 이용한 표본화로 스트립 급전 6소자 모노폴 선형 어레이로 마이크로스트립 기판상에 구현하였다. 제특성 측정 결과, 설계 중심주파수 2 GHz에서 반사손실 -13.5 dB, -10 dB 대역폭 120 MHz(6 %)를 나타내었으며, 방사패턴은 1.95 GHz 대역에서는 $\pm$45$^{\circ}$에서의 도로의 길이 방향보다 -6 dB의 감소가 보여져 제안된 도심지 교차로형 방사패턴이 양호한 십자형 방사패턴이 유지됨을 확인하였다.

• 대한토목학회논문집
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• 제8권3호
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• pp.21-29
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• 1988

철근(鐵筋)콘크리트 슬래브를 설계(設計)하기 위해서는 우선 정확한 2방향(方向) 설계(設計) 모멘트가 산정되어야 한다. 이를 위해 본(本) 연구(硏究)에서는 등매개(等媒介) 평판요소(平板要素)를 사용하는 유한요소법(有限要素法)을 제안하였다. 사면 단순지지 슬래브에서 이 요소(要素)를 이용한 해(解)를 탄성평판(彈性平板) 이론치(理論値)와 비교한 결과 전지간에 걸쳐 좋은 결과를 얻었다. 또한 flat plate 에서 종래의 방법(方法)인 등가뼈대법(法)으로 해석(解析)한 결과와 한 방향(方向)에 대해 비교검토 하였다. 특히 등가뼈대법(法)에서 총모멘트를 시방서(示方書)의 계수(係數)를 써서 설계(設計)폭에 분배한 결과가 불합리한 것으로 지적되었다. 반면 같은 정확한 2 방향(方向)모멘트를 구할 수 있었다. 제시된 방법(方法)은 슬래브 시스템의 어떠한 기하학적 구조(構造)에도 적용할 수 있어서 종래의 방법(方法)보다 훨씬 유리한 개선된 설계방법(設計方法)임을 알 수 있었다.

• Earthquakes and Structures
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• 제17권2호
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• pp.221-232
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• 2019

Material non-linearity of Reinforced Concrete (RC) framed structures is studied by modelling concrete using the Concrete Damage Plasticity (CDP) theory. The stress-strain data of concrete in compression is modelled using the Hsu model. The structures are analyzed using a finite element approach by modelling them in ABAQUS / CAE. Single bay single storey RC frames, designed according to Indian Standard (IS):456:2000 and IS:13920:2016 are considered for assessing their maximum load carrying capacity and failure behavior under the influence of gravity loads and lateral loads. It is found that the CDP model is effective in predicting the failure behaviors of RC frame structures. Under the influence of the lateral load, the structure designed according to IS:13920 had a higher load carrying capacity when compared with the structure designed according to IS:456. Ultra High Performance Fiber Reinforced Concrete (UHPFRC) strip is used for strengthening the columns and beam column joints of the RC frame individually against lateral loads. 10mm and 20mm thick strips are adopted for the numerical simulation of RC column and beam-column joint. Results obtained from the study indicated that UHPFRC with two different thickness strips acts as a very good strengthening material in increasing the load carrying capacity of columns and beam-column joint by more than 5%. UHPFRC also improved the performance of the RC frames against lateral loads with an increase of more than 3.5% with the two different strips adopted. 20 mm thick strip is found to be an ideal size to enhance the load carrying capacity of the columns and beam-column joints. Among the strengthening locations adopted in the study, column strengthening is found to be more efficient when compared with the beam column joint strengthening.