• 한국정보통신학회논문지
• /
• 제11권2호
• /
• pp.385-391
• /
• 2007

본 논문에서는 V-BLAST (Vertical-Bell-lab Layered Space Time)의 두 디코딩 과정인 ordering과 slicing에 사전 확률 (a priori probability)로 사용하기 위해서 반복 디코딩 (iterative decoding)을 사용한 MAP (Maximum A Posteriori) 디코더의 외부 정보 (extrinsic information)를 이용한 최적의 터보 부호화된 (Turbo Coded) V-BLAST 기법을 적용한 적응 변조 시스템 (adaptive modulation system)을 제시 후 성능을 관찰한다. 또한 적응 변조 시스템에서 간단하게 V-BLAST 시스템과 터보 부호화 (Turbo Coding) 기법이 결합된 기존의 터보 부호화된 V-BLAST 기법을 적용한 경우에 비하여 어느 정도 전송률 (throughput)향상이 있는가를 살펴본다. 실험결과, 적응 변조 시스템에서 최적의 터보 부호화된 V-BLAST 기법을 적용한 경우가 기존의 터보 부호화된 V-BLAST 기법을 적용한 경우에 비하여 전송률 성능이 우수함을 보였다. 특히, 실험 결과는 2.5 Mbps의 전송률에서 1.5 dB의 SNR 이득을 보인다.

• International Journal of Concrete Structures and Materials
• /
• 제1권1호
• /
• pp.19-28
• /
• 2007

A dynamic constitutive damage model for reinforced concrete (RC) structures and formulations of blast loading for contact or near-contact charges are considered and adapted from literatures. The model and the formulations are applied to the input parameters needed in commercial finite element method (FEM) codes which is validated by the laboratory blast tests of RC slabs from literature. The results indicate that the dynamic constitutive damage model based on the damage mechanics and the blast loading formulations work well. The framework on the dynamic constitutive damage model and the blast loading equations can therefore be used for the simulation of failure of bridge components in engineering applications.

• Earthquakes and Structures
• /
• 제17권1호
• /
• pp.17-29
• /
• 2019

The present study aims to present a comprehensive understanding of the performance of neighboring multi-story buildings with different dynamic characteristics under blast loads. Two different scenarios are simulated in terms of explosion locations with respect to both buildings. To investigate the effect of interaction between the neighboring buildings in terms of the induced responses, the separation gap is set to be sufficiently small to ensure collisions between stories. An adequately large separation gap is set between the buildings to explore responses without collisions under the applied blast loads. Several blast loads with different peak pressure intensities are employed to perform the dynamic analysis. The finite-element toolbox Computer Aided Learning of the Finite-Element Method (CALFEM) is used to develop a MATLAB code to perform the simulation analysis. The dynamic responses obtained in the scenarios considered herein are presented comparatively. It is found that the obtained stories' responses are governed mainly by the location and intensity of the applied blast loads, separation distances, and flexibility of the attacked structures. Moreover, explosions near a light and flexible building may lead to a significant decrease in blast resistance because explosions severely influence the dynamic responses of the building's stories.

• 한국연소학회지
• /
• 제14권4호
• /
• pp.1-6
• /
• 2009

Analysis of the internal state of the blast furnace is necessary to predict and to control the operating conditions. Especially, it is important to develop models of the blast furnace to predict the cohesive zone because shape of the cohesive zone influences overall operating conditions of blast furnace such as gas flow, chemical reactions and temperature. Because many previous blast furnace models have assumed cohesive zone to be fixed, it was not possible to evaluate the shape change of cohesive zone in relation with operating conditions such as PCR, blast condition, and production rate. In this study, an axi-symmetric 2-dimensional steady state model is proposed to simulate blast furnace processes. In this model, cohesive zone is determined by the solid temperature. Finite volume method is employed for numerical simulation. To find location of the cohesive zone, entire calculation procedure is iterated until converged. Through this approach, shape of the cohesive zone, velocity and temperature within the furnace are predicted from the model.

• 한국군사과학기술학회지
• /
• 제19권4호
• /
• pp.462-468
• /
• 2016

In this paper, we present the results of the numerical analysis employing CONWEP, LS-DYNA FSI(Fluid Structure Interaction), AUTODYN FSI, LS-DYNA ALE(Arbitrary Lagrange Eulerian) and combination of CONWEP and LS-DYNA ALE for blast door fracture and wave propagation through the tunnel by the external explosion. We compared the numerical analysis results with the subscale test data and selected combination of CONWEP and LS-DYNA ALE method as adequate data generation method for the FRM(Fast Running Model) software development. It is expected to save much time and costs by using the numerical simulation data for the various test conditions.

• 대한전자공학회논문지TC
• /
• 제45권1호
• /
• pp.66-71
• /
• 2008

본 논문에서는 H-ARQ를 위한 NACK 신호를 이용한 안테나 스위칭 방식을 제안하고 V-BLAST 시스템에서 분석하였다. 여기서 전송 안테나는 재전송시 번갈아 스위칭 되어 동작한다. 상관된 페이딩 채널에서 제안된 방식의 채널 용량을 해석적으로 분석함으로써, 채널 상관성의 악영향이 안테나 스위칭 방식으로 줄어듦을 보인다. 시뮬레이션 결과를 통해 상관된 페이딩 채널에서 평균 수율은 큰 복잡도의 증가 없이 개선되어질 수 있음을 보인다.

• Computers and Concrete
• /
• 제33권6호
• /
• pp.725-738
• /
• 2024

This study presents a macro-modeling procedure for nonlinear finite element analysis of reinforced and prestressed concrete panels under blast loading. The analysis procedure treats cracked concrete as an orthotropic material based on a smeared rotating crack model within the context of total-load secant stiffness-based formulation. A direct time integration method compatible with the analysis formulation is adapted to solve the dynamic equation of motion. Considerations are made to account for strain rate effects. The analysis procedure is verified by modeling 14 blast tests from various sources reported in the literature including a blast simulation contest. The analysis results are compared against those obtained from experiments, simplified single-degree-of-freedom (SDOF) methods, and sophisticated hydrocodes. It is demonstrated that the smeared crack macro-modeling approach is a viable alternative analysis procedure that gives more information about the structural behavior than SDOF methods, but does not require detailed micro-modeling and extensive material characterization typically needed with hydrocodes.

• 한국전산구조공학회논문집
• /
• 제36권5호
• /
• pp.307-314
• /
• 2023

본 논문에서는 유한요소해석 프로그램을 통해 파괴 거동 유형별 철근콘크리트 기둥 및 폭발 하중을 모델링하였으며, 실제 실험과의 동적 응답을 비교하여 모델의 적합성을 입증하였다. 개발한 모델을 이용하여 폭발 하중에 대한 부재의 동적 응답을 확인하기 위해 폭발 하중 시나리오를 설정하였으며 해당 시나리오별 폭발 하중에 대한 시간에 따른 변위 및 응력 결과를 도출하였다. 동적 응답을 통해 폭발 하중에 대한 기둥의 성능평가(Ductility, Residual)를 수행하였으며 이를 비교 및 분석하였다.

• 한국연소학회지
• /
• 제13권2호
• /
• pp.33-41
• /
• 2008

The high permeability of the gas in the molten iron of the dripping zone of the blast furnace is a major factor in achieving the stable operation of a furnace with high productivity. Basic studies of the liquid flow behavior in a packed bed are necessary to grasp the effect of various operational changes on conditions in the dropping zone. Molten iron and slag together playa critical role in the lower zone, transporting mass and energy, while impairing and redistributing the gas flow. In turn, molten iron and slag undergo physical and chemical changes, and are redistributed radially as they descend to the hearth. In this research, mathematical formulations are derived for the gas and the liquid. The solid phase is fixed with constant porosity. The information for the molten iron and slag includes the hold-up, velocity, pressure, and information related to the areas of interaction between the gas and the liquid, and the solid and the liquid. Predictable results include the velocity, pressure and temperature distribution. Additional parameters include the packed particle size and the air blast rate.

• 대한토목학회논문집
• /
• 제41권4호
• /
• pp.331-340
• /
• 2021

본 논문은 비예측 극한하중인 폭발하중에 노출된 RC building 구조물의 폭발손상평가를 위한 수치해석적 연구이다. 수치해석의 효율성 및 정확성을 높이기 위해, 폭발하중에 대한 정의, 유체-구조 연성을 위한 Euler-Lagrange 커플링 기법 적용, 그리고 고변형률 속도가 고려된 콘크리트 및 강재 재료구성모델이 제안된다. 특히 효율적인 폭발하중 정의를 위해, Euler-FCT 기법을 통하여 TNT 질량에 따른 시간별 압력하중 데이터가 확보되고, 이는 RC building 구조물 총 7 지점의 폭발위치에 적용되며, ANSYS-AUTODYN 솔버에 연결되어 수치 시뮬레이션이 수행된다. 해석결과, TNT 질량 및 폭발 위치에 따라 손상 차이가 발생하였으며, 먼저 TNT 질량 20 kg 일 경우 3 곳의 폭발손상 지점에서 주부재 중 슬래브에서만 중간 및 가벼운 손상이 발생되었고, TNT 질량 100 kg 일 경우 5 곳의 폭발손상 지점 중 3 곳은 슬래브 및 보 부재에서 중간 손상이 발생되었으며, 2 곳은 슬래브에서 심각한 손상이 발생되었다.