• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2001년도 춘계학술대회논문집
• /
• pp.793-798
• /
• 2001

This paper is basic study of seismic response analysis for the large scaled structures subjected to seismic loading. The authors propose seismic response analysis algorithm for the multi-story structures, which are subjected to ground acceleration. This analysis method is derived from an combination of the transfer stiffness coefficient method(TSCM) and Newmark method. Numerical computation is performed for simple multi-story structures acting on an arbitrary ground acceleration. Numerical results by the TSCM which is applied to the various strong ground motion are compared with results by central difference method and Runge- Kutta method.

• Steel and Composite Structures
• /
• 제17권3호
• /
• pp.305-320
• /
• 2014

The lowest critical value of the compressive force acting in the plane of symmetrically laminated quasi-isotropic thin rectangular plates is investigated. The critical buckling loads of plates with different types of lamination and aspect ratios are parametrically calculated. Finite Differences Method (FDM) and Galerkin Method are used to solve the governing differential equation for Classical Laminated Plate Theory (CLPT). The results calculated are compared with those obtained by the software ANSYS employing Finite Elements Method (FEM). The results of Galerkin Method (GM) are closer to FEM results than those of FDM. In this study, the primary aim is to conduct a parametrical performance analysis of proper plates that is typically conducted at preliminary structural design stage of composite vessels. Non-dimensional values of critical buckling loads are also provided for practical use for designers.

• Geomechanics and Engineering
• /
• 제18권6호
• /
• pp.651-659
• /
• 2019

The IB-SEM numerical method combines the spectral/hp element method and the rigid immersed boundary method. This method avoids the problems of low computational efficiency and errors that are caused by the re-division of the grid when the solids move. Based on the Fourier transformation and the 3D immersed boundary method, the 3D IB-SEM system was established. Then, using the open MPI and the Hamilton HPC service, the computational efficiency was increased substantially. The flows around a cylinder and a sphere were simulated by the system. The surface of the cylinder generates vortices with alternating shedding, and these vortices result in a periodic force acting on the surface of the cylinder. When the shedding vortices enter the flow field behind the cylinder, a recirculation zone is formed. Finally, the three-dimensional pore flow was successfully investigated.

• 한국항만학회지
• /
• 제8권1호
• /
• pp.23-30
• /
• 1994

This study discusses the wave transformation(wave reflection and transmission) by a impermeable submerged breakwater with one ray, and integrated horizontal wave pressure acting on the structure. Numerical method in this study is based on the simplified eigenfunction expansion method and linear wave theory. Although this method is very simple, the results give good agreement with the one of the strict eigenfunciton expansion method, especially, in case that the crown width of the submerged breakwater becomes longer and its crown water depth shallower. Therefore, it is concluded that this simplified method is one good method in planning coastal structures as like the submerged breakwater in this study, and computing their wave transformations.

• 한국터널지하공간학회 논문집
• /
• 제18권5호
• /
• pp.377-387
• /
• 2016

최근 비개착공법으로 지하차도 시공시 파이프루프를 형성하기 위해 강관을 지반에 압입한 후 강관자체를 보강하거나 강관과 강관사이를 일체화시켜 시공에 대한 안정성을 보다 증대시키고 있다. 이렇게 일체화된 파이프루프는 지하차도에 작용하는 응력을 감소시킬 것으로 예상이 된다. 이에 본 논문에서는 일체형 파이프루프의 지보효과와 주변의 응력거동을 확인하기 위해 사각형 지하차도 단면과 아치형 지하차도 단면에 대한 축소 실내모형실험을 수행하였다. 실내실험 결과 지하차도에 작용하는 응력과 변형률은 일체형 파이프루프에 의해 감소되는 것으로 나타났으며 파이프루프의 강성이 증대할수록 감소하는 것으로 나타났다. 더 나아가 지하차도 단면설계를 경제적으로 설계할 수 있을 것으로 기대가 된다.

• 한국전산유체공학회지
• /
• 제17권3호
• /
• pp.68-74
• /
• 2012

Near-wall effect on wakes behind particles is one of the important factors in precise tracking of particles in turbulent flows. However, most aerodynamic force models for particles did not fully consider the wall effect. In the present study, we focused on changes of hydrodynamic forces acting on a particle depending on wall proximity. To this end, we developed an immersed boundary method with multi-direct forcing incorporated to a fully implicit decoupling procedure for incompressible flows. We validate the present immersed boundary method through two-dimensional simulations of flow over a circular cylinder. Comprehensive parametric studies on the effect of the wall proximity on the drag and lift forces acting on an immersed circular cylinder in a channel flow are performed in order to investigate general flow patterns behind the circular cylinder for a wide range of Reynolds number (0.01 ${\leq}$ Re ${\leq}$ 200). As the cylinder is closer to the wall, the drag coefficient decreases while the lift coefficient increases with a local maximum. Maximum drag and lift coefficients for different wall proximities decrease with increment of Reynolds number. Normalized drag and lift coefficients by their maximum values show universal correlations between the coefficients and wall proximity in a low Reynolds number regime (Re ${\leq}$ 1).

• 한국산학기술학회논문지
• /
• 제18권12호
• /
• pp.26-31
• /
• 2017

전력계통의 과도안정도를 향상시키기 위해 종래에는 무효전력 보상장치를 설치하는 방법을 주로 사용하였다. 전통적인 무효전력 보상장치 중 SVC(Static Var Compensator), 변압기의 탭 변환기는 값이 싸고 기계적 스위칭으로 동작하여 속도가 느리다는 단점이 있고, 전력전자기술을 바탕으로 하는 STATCOM(Static Synchronous Compensator)은 고속으로 동작할 수 있는 장점이 있어 최근에 각광을 받고 있지만 고가의 장치라는 단점이 있다. 또한, 무효전력 보상장치에 기반한 전통적인 방법은 무효전력만을 공급하여 과도안정도를 향상시키기에 대형 전동기의 트립에 의한 급격한 전압붕괴를 막을 수 없다. 반면에 에너지 저장시스템은 무효전력과 유효전력을 동시에 공급할 수 있다. 즉, 선로사고로 인하여 부하에 유효전력의 공급이 감소하는 것을 ESS을 통한 유효전력을 공급함과 동시에 적절한 무효전력의 공급을 통하여 과도안정도를 향상시킬 수 있다. 전력계통의 사고 시 유효전력의 빠른 공급은 과도안정도 향상에 매우 중요한 역할을 한다. 본 논문에서는 대형 전동기 부하와 같은 큰 동적부하를 가지는 전력계통에 대하여 에너지저장시스템을 사용한 과도안정도 향상방법을 제시한다. 또한, 유효전력과 무효전력을 보상하는 방법이 기존의 방법보다 더 효과적으로 과도안정도를 향상시킴을 확인하였다.

• 한국해양공학회지
• /
• 제29권3호
• /
• pp.217-223
• /
• 2015

In order to predict the motions of a planing hull in waves, it is necessary to accurately estimate the force components acting on the hull such as the hydrodynamic force, buoyancy, and friction, as well as the wave exciting force. In particular, based on strip theory, hydrodynamic forces can be estimated by the summation of the forces acting on each cross-section of the hull. A non-linear strip method for planing hulls was mathematically developed by Zarnick, and his formula has been used to predict the vertical motions of prismatic planing hulls in regular waves. In this study, several improvements were added to Zarnick's formula to predict the vertical motions of warped planing hulls. Based on calm water model test results, the buoyancy force and moment correction coefficients were modified. Further improvements were made in the pile-up correction. Pile-up correction factors were changed according to variations of the deadrise angles using the results found in previous research. Using the same hull form, captive model tests were carried out in other recent research, and the results were compared with the present calculation results. The comparison showed reasonably good agreements between the model tests and present calculations.

• 한국해양공학회지
• /
• 제32권6호
• /
• pp.411-418
• /
• 2018

This paper introduces a new method of ice load generation in the time domain for the station-keeping performance evaluation of Arctic offshore structures. This method is based on the ice load spectrum and mean ice load. Recently, there has been increasing interest in Arctic offshore technology for the exploration and exploitation of the Arctic region because of the better accessibility to the Arctic ocean provided by the global warming effect. It is essential to consider the ice load during the development of an Arctic offshore structure. In particular, when designing a station-keeping system for an Arctic offshore structure, a consideration of the ice load acting on the vessel in the time domain is essential to ensure its safety and security. Several methods have been developed to consider the ice load in the time domain. However, most of the developed methods are computationally heavy because they consider every ice floe in the sea ice field to calculate the ice load acting on the vessel. In this study, a new approach to generate the ice load in the time domain with computational efficiency was suggested, and its feasibility was examined. The ice load spectrum and mean ice load were acquired from a numerical analysis with GPU-event mechanics (GEM) software, and the ice load with the varying heading of a vessel was reconstructed to show the feasibility of the proposed method.

• 대한핵의학회지
• /
• 제7권2호
• /
• pp.13-26
• /
• 1973

In order to study the role of LATS in the pathogenesis of the Graves' disease, the serum activity of the LATS was determined by the bioassay of the modified McKenzie method. The subjects examined in the study consisted of 76 individuals including 12 cases of normal control, 54 cases with typical Graves' disease and 10 cases of chronic thyroiditis. The data observed in the patients with the Graves' disease were analyzed in comparison with the clinical features, laboratory findings, and responsiveness to the treatment. The results obtained are as follows: 1. None of the subjects which did not have the Graves' disease showed a positive LATS activity, except one case with the chronic thyroiditis. 2. Twenty-two out of the 54 cases with the Graves' disease showed positive results for LATS(40.7%). The positivity was significantly higher in the patients who had been treated with anti. thyroid regimen but still showed hyperthyroidism than in the patients who had not been treated. 3. The activity of LATS was gradually decreased or even became absent as the hyperthyroidism was corrected after the treatment. 4. No significant difference was noticed in age & sex between the positive and negative groups of LATS. 5. There was no evidence of significant correlation between the LATS activity and clinical features.