• 한국해안·해양공학회논문집
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• 제31권6호
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• pp.356-367
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• 2019

본 연구는 olaFlow 모델에 의한 혼상류수치해석법을 적용하여 저천단구조물에 의한 불규칙파랑의 변동특성을 수치적으로 검토한다. 목표스펙트럼에 의한 불규칙파형과 측정된 불규칙파형과의 비교 및 이로부터 산정된 두 주파수스펙트럼의 비교로부터 olaFlow의 타당성을 검증하고, 2차원저천단구조물에 의한 불규칙파의 주파수스펙트럼의 변동, 파전달율, H_rms의 공간분포, 평균유속과 평균난류운동에너지의 공간분포 등을 수치적으로 검토한다. 이로부터 LCS 외해측의 전면에서 시계방향의 해빈류와 반시계방향의 순환류셀이 형성되고, 내해측의 정수면 근방에서 항내로 향하는 강한 일방향흐름이 발생되는 등의 중요한 결과를 얻을 수 있었다.

• 한국농공학회논문집
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• 제49권6호
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• pp.37-46
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• 2007

In designing the structure, the stress path is the basic data. But the stress path is not standardized to analysis the structure. So the one-dimensional frame element structure model with the triangle irregular network is used to solve the problem. And the refined evolutionary structural optimization(RESO) used in structural topology optimization is applied to this study. Through this process, the search method of the stress path is advanced and the burden of the calculation. is reduced.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2000년도 추계학술대회 논문집
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• pp.57-62
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• 2000

The very large flcating structure which am be used for as airport may be as large as several kilomet wide. The first order wave forces as well as wave drift forces are very important forces on such a very large floating In the present studv, the time simulation of motion responses with dolphin-moored VLFS in waves is presented The coeffcients and wave forces involved in the equations are obtained from a three-dimensionul panel method in the frequc The horizontal drift forces and mooring forces for dolphin systems are taken into account. As for numerical example, analyses are carried out for a VLFS in irregular wave condition

• 한국식품영양과학회지
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• 제24권2호
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• pp.341-345
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• 1995

In comparison with calcium caseinate, delactosed nonfat dry milk has a greater particle size but also a higher bulk density, reflecting the differences in their composition and physical structure. Particles of delactosed nonfat dry milk were bigger than those of nonfat dry milk as a result of swelling and aggregation. The particle size was shown not to be correlated with the bulk density. The differences in particle characteristics between delactosed nonfat dry milk and nonfat dry milk were caused by the removal of lactose producing highly porous particles. The particles of delactosed nonfat dry milk were observed to be much more irregular, rough, hollow, fragile, and swelling as a result of solvent treatment.

• 한국공간구조학회논문집
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• 제24권1호
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• pp.89-98
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• 2024

In this study, we investigated the dynamic characteristics of three irregular building models to analyze the effectiveness of displacement response control with Tuned Mass Damper (TMD) installation in twisted irregular buildings. The three irregular models were developed with a fixed angle of twist per story at one degree, subjected to three historical seismic loads and resonant harmonic loads. By designing TMDs with linear and dashpot attributes, we varied the total mass ratio of the installed TMDs from 0.00625% to 1.0%, encompassing a total of 10 values. Two TMDs were installed at the center of the top story of the analysis model in both X and Y directions to evaluate displacement response control performance based on TMD installation. Our findings suggest that the top displacement response control performance was most effective when a 1.0% TMD was installed at the top layer of the analysis model.

• 한국컴퓨터정보학회논문지
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• 제9권4호
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• pp.27-32
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• 2004

XML 문서가 DTD를 포함하지 않거나 여러 곳에서 XML문서를 모았을 때, 그 구조는 비정규적일 수 있다. 비정규적인 구조를 가지는 문서들에 대해 정확한 구조적 질의를 작성하는 것은 어려운 일이다. 이 논문에서는 XML 문서의 효율적인 관리와 검색을 위한 XML 문서 모델과 구조적 검색 방법을 제안한다. 이를 위해 XML 문서의 구조 정보를 표현하기 위해 엘리먼트에 대한 정보를 갖는 고정된 크기의 LETID를 사용하고, 구조 정보 검색을 위한 부모 및 자식 엘리먼트 검색 알고리즘을 제시하였다. 제안된 방법을 이용하여 XML 문서의 구조 정보를 효율적으로 표현할 수 있을 뿐만 아니라. 간단한 연산으로 특정 엘리먼트에 직접적인 접근과 다양한 질의 처리가 가능하다. 또한, 특정 엘리먼트의 부모. 자식, 형제에 대한 다양한 구조 검색을 효율적으로 지원할 수 있는 효과가 기대된다.

• 한국해양공학회지
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• 제25권4호
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• pp.7-11
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• 2011

The installation phase for a topside module suggested can be divided into 9 stages, which include start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the topside module from a transport barge to a crane vessel takes place in the first three stages, from start to lifting, while the transfer of the module onto a floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with significant wave height (1.52m), with suggested force equilibrium diagrams. The effects of the hydrodynamic interactions between the crane vessel and barge during the lifting stage have been considered. The internal forces caused by the load transfer and ballasting are derived for the lifting phases. The results of these internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the lifting phases, the internal force induced pitch motion is too small to show its influence. However, the effect of the internal force on the wave-induced heave responses in the lifting phases is noticeable in the irregular sea condition because the transfer mass-induced draught changes in the floating structure are observed to have higher amplitudes than the external force induced responses.

• Geomechanics and Engineering
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• 제31권5호
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• pp.489-503
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• 2022

A 1257-m-long irregular deep foundation pit located in the central of Nanjing, China was constructed using the combined full-width and half-width top-down method. Based on the long-term field monitoring data, this study analyzed the evolution characteristics of the vertical movement of the columns, internal force of the struts, and axial force of the structural beam and slab. The relevance of the three mentioned above and their relationship with the excavation process, structural system, and geological conditions were also investigated. The results showed that the column uplift was within the range of 0.08% to 0.22% of the excavation depth, and the embedded depth ratio of the diaphragm wall and the bottom heave affected significantly on the column uplift. The differential settlement between the column and diaphragm wall remained unchanged after the base slab was cast. The final settlement of the diaphragm wall was twice the column uplift. The internal force of the struts did not varied monotonically but was related to numerous factors such as the excavation depth, number of struts, and environmental conditions. Additionally, the dynamic force and deformation of the columns, beams, and slabs were analyzed to investigate the inherent relationship and variation patterns of the responses of different parts of the structure.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2002년도 ICCAS
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• pp.90.3-90
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• 2002

$\textbullet$ Introduction of fuzzy logic controller for dynamic system under irregular disturbance $\textbullet$ Fuzzy rules by displacement information and the frequency characteristics of the system $\textbullet$ Modal analysis for the frequency informations of the system $\textbullet$ Introduction of mode selecting unit(MSU) based on Fast-Fourier transform(FFT) algorithm $\textbullet$ Piezo ceramic as an actuator of flexible structure

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.219-222
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• 2005

Many RC building structures of multiple uses constructed in Korea have the irregularities of torsion and soft story at bottom stories. A typical irregular building was selected as prototype and shaking table tests were performed to investigate the seismic performance of this building. The objective of this study is to evaluate the correlation between the experimental and analytical responses of this irregular building structure subjected to the earthquake excitation by using OpenSees(Open System for Earthquake Engineering Simulation). The results of analyses simulate well the behavior of the building having torsional irregularity and weak stories.