• Journal of the Society of Naval Architects of Korea
• /
• v.35 no.3
• /
• pp.46-53
• /
• 1998

The aim of the present study is to develop a direct structural analysis system for more reliable and effective structural safety estimation of floating tripe ocean structures. In this system, the following three modules are included; i.e., a rigid body motion analysis module based on the three dimensional panel method, a structural analysis module, and a stochastic analysis module based on short and long term spectral analysis techniques. The structural analysis module consists of the general purpose finite element analysis program NASTRAN and the automatic load data generation program LOADGEN. As an illustrative example, the developed system is applied to structural design of a PILOT Barge Mounted Plant(BMP). Results of the structural analysis are compared with those obtained using a two dimensional strip method.

• Journal of the Society of Naval Architects of Korea
• /
• v.36 no.2
• /
• pp.50-60
• /
• 1999

In order to design a safe and economic catamaran, it is of clime importance to rigorously estimate the dynamic loads on the catamaran in waves. In this paper, the 2-D strip method by Lee et al.[3] is. extended to a 3-D method which can estimate the dynamic loads(horizontal and vertical shear forses, and bending and torsional moments) acting on the center of the cross deck of the catamaran travelling in an arbitrary wave heading angle. The computational results are compared with Wahab et al's experimental data[2], and also 2-D and 3-D numerical results published. It is found that in general, the 3-D method give much improved correlations with the experimental data compared with 2-D methods, but there are some discrcrepancy between the same 3-D results used by the same theory. In order to improve the accuracy, the effect of the viscous flow and the rigid consideration of the forward speed effect seem to be necessary.

• Journal of the Society of Naval Architects of Korea
• /
• v.30 no.3
• /
• pp.41-50
• /
• 1993

This paper compares various potential based panel methods for the analysis of two-dimensional hydrofoil. The strength of singularity on each panel is assumed to be constant or linear. Robin boundary condition as well as Neumann and Dirichlet boundary conditions are applied to various formulations to evaluate the accuracies of the methods. Pressures and lifts are computed for various two-dimensional hydrofoil geometries and are compared with the analytic solutions. Extensive studies are performed on the local errors near the trailing edge, known to be sensitive to the foil geometry with sharp trailing edge and high camber. Robin boundary condition with the perturbation velocity potential formulation shows the best accuracy and convergence rate.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
• /
• 2000.04a
• /
• pp.7-12
• /
• 2000

As the offshore oil fields are moved to the deep ocean, the oil production systems of FPSO(Floating production storage and offloading system) are building these days and so it is the most important to estimate the drift motion and damping effects the drift motion importantly. The components of damping consist of viscous, wave radiation effect and wave drift damping. It is need to estimate the wave drift damping exactly among them. The wave drift damping means the change rate of mean wave drift force with respect to the ship and ocean structures speed. In order to calculate this, the 3-Dimensional panel method used to translating and pulsating Green function is adopted. The calculation is carried out for series 60(CB = 0.7) vessel and the results are compared with other theoretical ones.

• Journal of Ocean Engineering and Technology
• /
• v.14 no.4
• /
• pp.17-22
• /
• 2000

As the offshore oil fields are moved to the deep ocean, the oil production system of FPSO(Floating Production Storage and Offloading System) Type are constructed frequently these days. So, it is very important to estimate the drift motion and damping effects due to the drift motion simultaneously. The components of slow drift motion damping consist of viscous, wave radiation effect and wave drift damping. It is needed to estimate the wave drift damping more accurately than others. The wave drift damping signifies the time-rate of mean wave drift force on oscillating ship or ocean structure which constant speed. In order to calculate this, the 3-Dimensional panel method is employed with the translating and pulsating Green function in the frequency domain. The calculation is carried out for a Series 60 ($C_B$/=0.7) and the results are compared with other numerical ones.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
• /
• 2004.05a
• /
• pp.167-171
• /
• 2004

The Spar platform with deep draft is characterized as effective structure in extreme wave condition, which has larger natural period than that of waves in sea. In this paper, the time simulation of motion responses of Spar with catenary mooring line is presented in irregular waves. The memory effect is modeled by added mass at infinite frequency and convolution integrals in terms of wave damping coefficients. The added mass, wave damping coefficients and wave exciting forces are obtained from three-dimensional panel method in the frequency domain. The motion equations are consisted of forces for inetia, memory effect, hydrostatic restoring, wave exciting and mooring line. The forces of mooring line are modeled as quasi-static catenary cable.

• Journal of the Society of Naval Architects of Korea
• /
• v.41 no.5
• /
• pp.1-7
• /
• 2004

The Spar platform with deep draft is characterized as effective structure in extreme wave condition, which has larger natural period than that of waves in sea. In this paper, the time domain simulation of motion responses of Spar with catenary mooring line is presented in irregular waves. The memory effect is modeled by added mass at infinite frequency and convolution integrals in terms of wave damping coefficients. The added mass, wave damping coefficients and wave exciting forces are obtained from three-dimensional panel method in the frequency domain. The motion equations are consisted of forces for inertia, memory effect, hydrostatic restoring, wave exciting and mooring line. The forces of mooring line are modeled as quasi-static catenary cable.

• Journal of the Society of Naval Architects of Korea
• /
• v.38 no.3
• /
• pp.47-53
• /
• 2001

When a ship advancing in waves is subjected to impact forces or irregular forces, the motion analyses for ship are convenient for being calculated in the time domain. The added mass, wave damping coefficients, wave exciting forces and mean drift forces are calculated by 3-Dimensional panel method used the translating pulsating Green function in the frequency domain and the motion equations which are considered by the memory effect due to waves are numerically solved by using the Newmark-$\beta$ method in the time domain. The motion analyses are carried out for a Series 60($C_B=0.7$) moving in irregular waves. The items of calculation are 6-degree motions, accelerations at the fore and after position, numbers of deck wetness and numbers of exposure at ship-bottom, etc. Moreover, the thrust addition in waves is examined by considering the time mean drift forces in the motion equations of time domain.

• Journal of the Society of Naval Architects of Korea
• /
• v.29 no.3
• /
• pp.21-32
• /
• 1992

Numerical solutions are presented for solving the free surface flow created by a three-dimensional body moving beneath the free surface with constant velocity at an angle of attack. The solution is obtained using a panel method based on the perturbation potential, which employs Havelock sources and normal dipoles distributed on the body surface and Havelock normal dipoles in the wake downstream of the trailing edge. A pressure Kutta condition with an iterative solution procedure is implemented to satisfy equal pressure condition on the upper and lower surfaces at the trailing edge. Numerical calculation examples in the present paper include an ellipsoid at zero angle of attack, a rectangular planform wing at a small angle of attack in the limit of zero Froude number and then free surface flows and hydrodynamic forces acting on the submerged spheroid and parabolic strut are calculated. Discussions are made about the validity of the present method.

• Korean Public Administration Review
• /
• v.48 no.3
• /
• pp.437-461
• /
• 2014

최근 재정건전성에 관한 논의가 확산되면서 비과세·감면제도는 유용성 관점에서 근본적인 변화를 요구받고 있다. 그럼에도 불구하고 정부는 경기부양 등 지역경제 활성화 도모차원에서 비과세·감면제도를 지속적으로 활용하고 있다. 이에 본 연구는 비과세·감면의 경제적 효과에 관한 분석의 필요성을 제기하며, 이를 위해 강원도 18개 시·군을 대상으로 지방세 비과세·감면이 지역경제에 어떠한 영향을 미치고 있는지에 관해 패널분석(PCSE)을 수행하였다. 패널분석 결과, 비과세·감면, 비과세, 감면 등이 지역경제에 미치는 영향은 다양하게 나타난다. 시 단위 지방자치단체의 경우 비과세·감면 규모가 증가될수록 지역경제에 정(+) 영향을 미치고 있다. 반면 군 단위 지방자치단체의 경우 변수 간 통계적으로 유의미하지 않아 비과세·감면정책이 지역경제를 활성화할 것이라는 정부의 주장은 다소 설득력이 낮다. 시 단위 지방자치단체의 경우 감면총액과 감면(조세특례제한법, 감면조례)규모가 증가될수록 지역경제에 정(+)의 영향을 미치지만, 지방세법 상 감면규모가 증가될수록 지역경제에 부(-)의 영향을 미치고 있다. 한편 군의 경우 지방세법 상감면규모가 증가될수록 지역경제에 정(+)의 영향을 미치지만, 감면조례에 근거한 감면규모가 증가될수록 지역경제에 부(-)의 영향을 미치고 있다. 분석결과에 근거한 정책적 함의는 다음과 같다. 정부는 지역경제 활성화를 위해 비과세·감면을 시행하면서 지방세수확충을 위해 또 다른 재정보전을 하고 있으나 지역경제에 미치는 영향이 그리 크지 않고 명확하지 않다. 따라서 비과세·감면의 규모를 줄이고 세수 확충을 통한 재정지출을 고려해야 한다. 특히 시 단위 지방자치단체의 경우 지방세법상 감면제도를 정비할 필요가 있고, 군 단위 지방자치단체의 경우 감면조례에 근거한 감면제도를 정비할 필요가 있다.