• 한국지반공학회논문집
• /
• 제19권5호
• /
• pp.163-173
• /
• 2003

본 연구에서는 억지말뚝으로 보강된 사면에서 한계평형 해석법과 3차원 해석 결과를 비교 분석하였다. 특히, 유한차분법을 이용한 FLAC 3D를 바탕으로 하는 커플링 해석에 주안점을 두었으며, FLAC을 이용하여 전단강도감소기법에 따른 보강사면의 안전율을 계산하기 위해 FLAC의 내장언어인 FISH를 이용하여 작성하였다. 커플링 해석에서 억지말뚝에 의한 안정화된 사면을 해석하기 위해 말뚝의 거동과 사면안정을 동시에 고려하였다. 따라서 본 연구에서는 이 두 방법을 적용하여 일렬 억지말뚝이 사면선단, 중앙부, 정부에 위치할 경우에 있어서 각각의 활동 파괴면 및 안전율을 비교 분석하였으며 강도정수 감소법을 적용한 해석기법의 적용성과 타당성에 대한 분석을 수행하였다.

• 대한기계학회논문집A
• /
• 제26권12호
• /
• pp.2541-2549
• /
• 2002

In order to study the vibration characteristics of fluid-structure interaction problem, two rectangular plates coupled with bounded fluid were investigated. Experimental modal analyses were carried out to extract the modal parameters of the system. Additionally. finite element modal analyses performed using a commercial computer code, ANSYS. The FEM solutions were compared with the experimental solutions to verify the finite element model. As a result, the comparison between the experiment and FEM results showed excellent agreement. The transverse vibration modes, in-phase and out-of-phase, were observed alternately in the fluid-coupled system. The thickness effect of the plates on the fluid-coupled natural frequencies and mode shapes was investigated for two different cases with the identical thickness and the unequal thickness. It was found that the coupled natural frequencies increase with the thickness for the identical plates regardless of the mode phase. The experimental and the finite element analysis results showed that the out-of-phase mode shapes were deviated from the symmetrical mode shapes in the plate transverse direction fur the unequal plate thickness case.

• 한국전자파학회논문지
• /
• 제23권9호
• /
• pp.1073-1078
• /
• 2012

본 논문에서는 손실을 고려한 등가 회로 분석을 통하여 자계 결합 무선 전력 전송 시스템에서의 결합 계수 추출식을 유도하였다. 부하 저항을 고려한 유도된 추출식을 이용하여 결합 모드 이론을 이용한 기존의 추출식을 일반화시켰다. 따라서 우수/기수 모드 해석이 불필요하기 때문에 측정 과정에서 쉽게 결합 계수를 구할 수 있다. 또한, EM 시뮬레이션에서 두 루프를 통과하는 자속의 비를 이용하여 구한 결합 계수와 유도된 추출식을 이용하여 구한 결합 계수가 일치함을 확인할 수 있다. 자계 결합 무선 전력 전송에서의 정확한 결합 계수를 추출한다면, 시스템을 분석하고 최적화시키는 데 유용하게 활용할 수 있다.

• 한국항해항만학회:학술대회논문집
• /
• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
• /
• pp.349-354
• /
• 2006

For robust INS/GPS navigation system, an efficient multi-filter fusion technique is proposed. In the filtering for nonlinear systems, the representative filter - EKF, and the alternative filters - RHKF filter, SPKF, etc. have individual advantages and weak points. The key concept of the multi-filter fusion is the mergence of the strong points of the filters. This paper fuses the IIR type filter - EKF and the FIR type filter - RHKF filter using the adaptive strategy. The result of the fusion has several advantages over the EKF, and the RHKF filter. The advantages include the robustness to the system uncertainty, temporary unknown bias, and so on. The multi-filter fusion technique is applied to the tightly coupled INS/GPS navigation system and the performance is verified by simulation.

• 설비공학논문집
• /
• 제28권7호
• /
• pp.293-298
• /
• 2016

A three-dimensional (3D) numerical model of the vertical ground-coupled heat exchanger is useful for analyzing the modern ground source heat pump system. Furthermore, a detailed description of the inner side of the exchanger allows to account for the effects of the thermal capacity. Thus, both methods are included in the proposed numerical model. For the ground portion, a FDM (Finite Difference Method) scheme has been applied using the Cartesian coordinate system. Cylindrical grids are applied for the borehole portion, and the U-tube configuration is adjusted at the grid, keeping the area and distance unchanged. Two sub-models are numerically coupled at each time-step using an iterative method for convergence. The model is validated by a reference 3D model under a continuous heat injection case. The results from a periodic heat injection input show that the proposed thermal capacity model reacts more slowly to the changes, resulting in lower borehole wall temperatures, when compared with a thermal resistance model. This implies that thermal capacity effects may be important factors for system controls.

• Journal of Advanced Marine Engineering and Technology
• /
• 제38권2호
• /
• pp.195-201
• /
• 2014

Flexible risers have been used extensively in recent years for floating and early production systems. Such risers offer the advantage of having inherent heave compliance in their catenary thereby greatly reducing the complexity of the riser-to-rig and riser-to subsea interfaces. Another advantage with flexible risers is their greater reliability. Concerns about fatigue life, gas permeation and pigging of lines have been overcome by extensive experience with these risers in production applications. In this paper, flexible riser analysis results were compared through coupled and uncoupled dynamic analyses methods. A time domain coupled analysis capability has been developed to model the dynamic responses of an integrated floating system incorporating the interactions between vessel, moorings and risers in a marine environment. For this study, SPM (Single Point Mooring) system for an FSU in shallow water was considered. This optimization model was integrated with a time-domain global motion analysis to assess both stability and design constraints of the flexible riser system.

• Wind and Structures
• /
• 제23권1호
• /
• pp.19-43
• /
• 2016

In the present study, a new methodology is presented to study the ride comfort and bridge responses of a long-span bridge-traffic-wind coupled vibration system considering stochastic characteristics of traffic flow and bridge surface progressive deterioration. A three-dimensional vehicle model with 24 degrees-of-freedoms (DOFs) including a three-dimensional non-linear suspension seat model and the longitudinal vibration of the vehicle is firstly presented to study the ride comfort. An improved cellular automaton (CA) model considering the influence of the next-nearest neighbor vehicles and a progressive deterioration model for bridge surface roughness are firstly introduced. Based on the equivalent dynamic vehicle model approach, the bridge-traffic-wind coupled equations are established by combining the equations of motion of both the bridge and vehicles in traffic using the displacement relationship and interaction force relationship at the patch contact. The numerical simulations show that the proposed method can simulate rationally the ride comfort and bridge responses of the bridge-traffic-wind coupled system; and the vertical, lateral, and longitudinal vibrations of the driver seat model can affect significantly the driver's comfort, as expected.

• Earthquakes and Structures
• /
• 제12권4호
• /
• pp.457-468
• /
• 2017

When studying the vibration of a suspension bridge based on the traffic-bridge coupled system, most researchers ignored the contribution of the pavement response. For example, the pavement was simplified as a rigid base and the deformation of pavement was ignored. However, the action of deck pavement on the vibration of vehicles or bridges should not be neglected. This study is mainly focused on establishing a new methodology fully considering the effects of bridge deck pavement, probabilistic traffic flows, and varied road roughness conditions. The bridge deck pavement was modeled as a boundless Euler-Bernoulli beam supported on the Kelvin model; the typical traffic flows were simulated by the improved Cellular Automaton (CA) traffic flow model; and the traffic-pavement-bridge coupled equations were established by combining the equations of motion of the vehicles, pavement, and bridge using the displacement and interaction force relationship at the contact locations. The numerical studies show that the proposed method can more rationally simulate the effect of the pavement on the vibrations of bridge and vehicles.

• 한국전자파학회논문지
• /
• 제19권2호
• /
• pp.114-120
• /
• 2008

본 논문에서는 일반적인 반 파장 평행 결합 선로 대역 통과 필터의 입 출력 결합 선로를 K-인버터로 변환하고, K-인버터를 $\pi$-형 전송선 등가로 대체함으로써 $\pi$-형 전송선 급전 구조를 갖는 구조의 대역 통과 필터를 제안하였다. 이 방법은 반 파장 결합 선로 대역 통과 필터의 입 출력 결합 선로 구현 문제에 대한 해결 방안을 제시한다. 또한, 기존의 탭 선로(tapped line) 구조의 설계 방법에 비해 설계 식이 매우 간단하고 정확하여, 특성의 적정화를 위한 노력과 시간을 상당히 줄일 수 있다. 제안된 이론을 바탕으로 $\pi$-형 전송선 급전 구조를 갖는 구조의 대역 통과 필터를 설계 및 제작하였고, 그 결과로부터 제안 방법의 타당성을 입증하였다.

• 한국지진공학회논문집
• /
• 제26권3호
• /
• pp.105-116
• /
• 2022

Seismic demand on nonstructural components (NSCs) is highly dependent on the coupled behavior of a combined supporting structure-NSC system. Because of the inherent complexities of the problem, many of the affecting factors are inevitably neglected or simplified based on engineering judgments in current seismic design codes. However, a systematic analysis of the key affecting factors should establish reasonable seismic design provisions for NSCs. In this study, an idealized 2-DOF model simulating the coupled structure-NSC system was constructed to analyze the parameters that affect the response of NSCs comprehensively. The analyses were conducted to evaluate the effects of structure-NSC mass ratio, structure, and NSC nonlinearities on the peak component acceleration. Also, the appropriateness of component ductility factor (R_p) given by current codes was discussed based on the required ductility capacity of NSCs. It was observed that the responses of NSCs on the coupled system were significantly affected by the mass ratio, resulting in lower accelerations than the floor spectrum-based response, which neglected the interaction effects. Also, the component amplification factor (a_p) in current provisions tended to underestimate the dynamic amplification of NSCs with a mass ratio of less than 15%. The nonlinearity of NSCs decreased the component responses. In some cases, the code-specified R_p caused nonlinear deformation far beyond the ductility capacity of NSCs, and a practically unacceptable level of ductility was required for short-period NSCs to achieve the assigned amount of response reduction.