• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.148-151
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• 2011

현재 방폭설계 관련 설계지침은 기둥제거시나리오를 이용한 대체하중경로법을 주로 적용하고 있지만, 실제로 폭발이 발생하였을 때 기둥의 완전한 파괴가 일어나지 않을 경우 이 방식을 적용하는 것은 적합하지 않다. 따라서 본 논문에서는 비선형 동적 해석 프로그램인 AUTODYN을 이용해 편심하중을 받는 철근 콘크리트 기둥의 잔존 폭발 저항 성능을 평가하는 방식을 제안하였다. 해석결과를 비교해보면 TNT양과 축하중이 클수록 철근콘크리트 기둥의 잔존 폭발 저항 성능이 감소되었다. 이것은 폭발이 발생하기전의 기둥의 편심하중에 의한 응력상태에 따라 폭발 저항 성능이 달라짐을 알 수 있다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.145-148
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• 2008

Recently, most of the international design code for concrete structures are trying to develope performance-based design specification with the limit state concept. To accomplish this object, it is necessary to define required performance and to measure the performance level of structure. The reliability index is one of the most attractive indexes to express the level of performance. In this paper, prestressed concrete beam is designed following member resistance factor and material resistance factor format and the reliability indexes are obtained and compared for different sets of resistance factors. Compatible sets of safety factors could be calibrated for given level of target reliability index applying the similar method presented in this paper.

• Bulletin of the Society of Naval Architects of Korea
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• v.31 no.4
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• pp.18-21
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• 1994

시제품을 만들어 본 후 대량 생산에 들어가는 여느 공업과는 달리, 조선공업에서는 시제품을 미리 만들어 볼 수가 없으므로 실선의 성능을 미리 추정하는 것은 참으로 중요한 과제 중의 하 나이다. 그 가운데 하나인 저항추진성능을 추정하는 데에는 통계해석 방법이 널리 쓰이고 있다. 여기서 통계해석은 모형시험 결과를 표본자료로 한 통계해석을 말한다. 실선의 저항추진성능을 추정하는 것이므로 실선 속력시운전 자료를 사용하는 것이 좋겠으나, 실선 속력시운전에서 정 확한 값을 얻는다는 것이 거의 불가능하므로 대부분 모형시험 값을 이용하곤 한다. 본 고에서는 기존에 발표된 여러 가지 도표와 회귀식을 요약하여 본 후, 표본자료를 이용하여 새로운 회귀 식을 만드는 과정을 소개하고자 한다.

• Journal of the Korean Society of Marine Environment & Safety
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• v.28 no.7
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• pp.1274-1280
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• 2022

The resistance performance evaluation of general ships using computational fluid dynamics requires a lot of time and cost, and various methods are being studied to reduce the time and cost. Existing methods using main particulars or cross sections of ships have limitations in estimating resistance performance that is greatly dependent on the shape of the ship. In this paper, we propose a deep neural network model that can quickly predict the resistance performance of the hull surface by inputting the geometric information of the hullform mesh. The proposed deep neural network model based on Perceiver IO can immediately predict resistance performance, unlike computational fluid dynamics techniques that require calculation in each time step. It shows the result of estimating the resistance performance with an average error of less than 1% in the data set for a 50 K tanker ship, a type of low-speed full ship.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.1 s.47
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• pp.9-16
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• 2006

The design practice of the lateral resisting system has been traditionally dependent on the experience and know-how of a structural engineer. And the method to reflect the evaluation results of building's capacity on design process doesn't exist. The proposal of a rational design of the lateral load resisting system is based on the available full capacity $(R_{ac})$ of a building and the minimum required capacity $(R_{code})$ suggested in the code. This study suggests thai nonlinear static analysis, which is the estimation of the lateral capacity with the pushover analysis, be included in the existing design procedure of the structure. After finishing the basic structural design, the lateral resisting capacity ol a building is estimated. At the phase of nonlinear static analysis, pushover analysis is peformed to define the fully yielded baseshear $(V_Y)$. When the design wind baseshear $(V_{wind})$ is bigger than the design seismic baseshear $(V_D)$, the value is checked to determine whether or not it is smaller than the $V_Y$. After confirming that it is smaller, the $R_{ac}$ of the structure is computed. If the $V_D$ is bigger at first, only the $R_{ac}$ is computed. When the value of the estimation shows remarkable differences with the $R_{code}$, repetition of the design modification is needed for those approximate to the $R_{code}$. Application of the proposed design procedure to 2-D steel braced RC buildings has proven to be efficient.

• Journal of the Society of Naval Architects of Korea
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• v.38 no.3
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• pp.14-22
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• 2001

This paper presents the results of hull form design and powering performance for a 2.500 ton class trimaran frigate. A series of resistance tests and numerical calculations have been conducted to figure out the influences of side-hull form and position on the resistance characteristics of the trimaran. And the propulsion test was conducted to investigate the propulsion efficiency of the trimaran, and the powering performance of the trimaran was compared with that of the similar mono-hull ships in full scale. From the research it was found that the longitudinal position of side-hull had a large influence on the resistance characteristics of the trimaran while the side-hull form and transverse position had a small influence on it. The trimaran showed favorable resistance performance when the side-hull was located near the stern of trimaran, which was resulted from the fact that the side-hull stem was located near the primary wave hollow generated by the main hul1. The powering performance of the trimaran was superior to that of the similar mono-hull ships above the middle speed range.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.40 no.4
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• pp.304-310
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• 2004

Resistance performance of small size fishing vessel is experimentally investigated to find out the effect of fore-body shape and trim for the better hull from development. The tests are performed for five different cases in the high speed circulating water channel(CWC). Wave patterns are observed to investigate the relation between the resistance performance and the wave characteristics.

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.35.2-35.2
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• 2010

본 연구에서는 H형강을 이용한 초대형 대각가새 접합부의 횡력저항 성능을 유한요소해석을 통해 평가하였다. 해석결과의 타당성을 얻기 위해 기존의 실험 결과와 비교 검증하였으며, 스티프너의 길이 변화를 통해 횡력저항에 좀 더 효율적인 대각가새 접합부 형태를 알아보았다. 수평 스티프너의 길이가 1.0D 이상 확보되었을 때, 각 해석모델은 거의 동일한 구조적 성능을 보였다. 또한, 수직 스티프너의 길이가 증가할수록 각 모델의 성능이 조금씩 향상됨을 알 수 있었다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.152-155
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• 2011

최근 폭발 등 극한하중에 대한 관심의 증대와 함께 방폭 및 연쇄붕괴방지를 위한 연구가 활발히 진행되고 있다. 이에, 본 연구에서는 폭발하중하의 강구조물의 손상도와 저항성능을 수치적으로 평가하고자 하였다. 이를 위해 구조물의 폭발피해경감을 위해 가장 중요한 구조부재인 기둥을 대상으로 폭발물과 구조물과의 이격거리를 달리하여 폭발하중을 적용하였다. 유한요소해석을 수행한 결과를 토대로 기둥의 손상도와 잔여압축강도를 비교하고 관계를 도출하였다. 본 연구의 목적은 폭발에 의해 기둥이 손상된 경우 구조물 전체의 연쇄붕괴저항성능에의 손상된 기둥의 기여도를 평가하는 것이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.1
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• pp.1-8
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• 2019

Most of rotor resistance estimators utilizes Classical qd Model (CQDM) and Alternate qd Model (AQDM). The rotor resistance estimators based on both models were shown to provide an accurate rotor resistance estimate under conditions where flux is constant such as a field-oriented control (FOC) based induction motor drives. Under the conditions where flux is varying such as a Maximum torque per amp (MTPA) control, AQDM based rotor resistance estimator estimates actual rotor resistance accurately even in different operating points. However, CQDM based rotor resistance estimator has not been investigated and its performance is questionable under condition where flux level is varying. Thus, in this work, the performance of CQDM based rotor resistance estimator was investigated and made comparisons with AQDM based estimator under conditions where flux level is significantly varying such as in MTPA control based induction motor drives. Unlike AQDM based estimator, the laboratory results show that the CQDM based estimator underestimates actual rotor resistance and exhibits an undesirable dip in the estimates in different operating points.