• Steel and Composite Structures
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• 제32권4호
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• pp.423-441
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• 2019

This study aims to accurately predict the first ply failure loads of laminated composite hypar shell roofs with different boundary conditions. The geometrically nonlinear finite element method (FEM) is used to analyse different symmetric and anti-symmetric, cross and angle ply shells. The first ply failure loads are obtained through different well-established failure criteria including Puck's criterion along with the serviceability criterion of deflection. The close agreement of the published and present results for different validation problems proves the correctness of the finite element model used in the present study. The effects of edge conditions on first ply failure behavior are discussed critically from practical engineering point of view. Factor of safety values and failure zones are also reported to suggest design and non-destructive monitoring guidelines to practicing engineers. Apart from these, the present study indicates the rank wise relative performances of different shell options. The study establishes that the angle ply laminates in general perform better than the cross ply ones. Among the stacking sequences considered here, three layered symmetric angle ply laminates offer the highest first ply failure load. The probable failure zones on the different shell surfaces, identified in this paper, are the areas where non-destructive health monitoring may be restricted to. The contributions made through this paper are expected to serve as important design aids to engineers engaged in composite hypar shell design and construction.

• Earthquakes and Structures
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• 제16권1호
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• pp.109-118
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• 2019

This study, analyses the seismic response for a rigid massless square foundation resting on a viscoelastic soil layer limited by rigid bedrock. The foundation is subjected either to externally applied forces or to obliquely incident seismic body or surface harmonic seismic waves P, SV and SH. A 3-D frequency domain BEM formulation in conjunction with the thin layer method (TLM) is adapted here for the solution of elastodynamic problems and used for obtained the seismic response. The mathematical approach is based on the method of integral equations in the frequency domain using the formalism of Green's functions (Kausel and Peck 1982) for layered soil, the impedance functions are calculated by the compatibility condition. In this study, The key step is the characterization of the soil-foundation interaction with the input motion matrix. For each frequency the impedance matrix connects the applied forces to the resulting displacement, and the input motion matrix connects the displacement vector of the foundation to amplitudes of the free field motion. This approach has been applied to analyze the effect of soil-structure interaction on the seismic response of the foundation resting on a viscoelastic soil layer limited by rigid bedrock.

• 대한금속재료학회지
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• 제46권9호
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• pp.604-608
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• 2008

The layered compounds vanadium disulfide($VS_2$) and vanadium dioxide($VO_2$) intercalated with Li are investigated for using the Discrete Variational $(DV)-X{\alpha}$ molecular orbital method. The chemical bonding properties of the atoms were examined by bond overlap population of electronic states. The plot of density of states supports the covalent bonding properties by showing the overlap between the atoms. There is a strong tendency of covalent bonding between V-S and V-O. The intensity of covalent bonding of $VS_2$ is stronger than $VO_2$. The net charge of $LiVO_2$ is higher than that of $LiVS_2$. This results of the calculation of $VO_2$ and $VS_2$ indicate that $(DV)-X{\alpha}$ method can be widely applied in the new practical materials.

• 대한금속재료학회지
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• 제49권5호
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• pp.380-387
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• 2011

Wire brushing, which is a typical surface preparation method for roll bonding, has recently been highlighted as a potentially effective method for surface nanocrystallization. In the present study, the microstructure evolution and hardness of the wire-brushed surface and roll-bonded interface of a 1050 aluminum sheet were investigated. Wire brushing formed protruded layers with a nanocrystalline structure and extremely high surface hardness. After roll bonding, the protruded layers remained as hard layers at the interface. Due to their hardness and brittleness the interface hard layers, can affect the interface bonding properties and also play an important role determining the mechanical properties of multi-layered clad sheets.

• 한국의류학회지
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• 제46권1호
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• pp.147-164
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• 2022

The aim of this study was to reproduce the ordinary attire of Yi Seung-hyu, a civil official and writer of the late Goryeo, which will be used to make a his portrait. The reproduced costume consists of a single-layered pyoui (表衣) and jungdan (中單), lined jeogori and baji, and geon (巾), created with reference to historical documents, materials, and portraits. The pyoui was made with samcheokbe, with an H-shaped neck-shoulder band, an oblique single collar, and rectangular gussets. Two skirts were attached on the inside at the back, similarly to dopo. The jungdan also has an oblique single collar, but has an I-shaped neck-shoulder band and triangular gussets. A flat felled seam stitch, whip stitch, and French seam stitch were used in the hemlines and seams of the pyoui and jungdan. The jeogori and baji were made with toju (土紬), and small ties were attached to stabilize them. The geon is a long, oblique hat, which has folded side lines, and was made with flexible black hangra and using a French seam stitch and backstitch. The results include the elements of "restoration, historical research, and portrait costume", and will be maintained as the cultural heritage of Samcheok City.

• 한국전자파학회지:전자파기술
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• 제4권1호
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• pp.38-43
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• 1993

다충유전체주로 부터 전자장산란 문제를 해석하기 위하여 혼합유한요소방법을 적용하였다. 실질적으로 펀미분방정식의 해가 주어지는 무경계화된 영역은 국소경계영역으로 나누어지게 되고, 나머지 무경 계영역은 경계적분방정식으로 나타내게 된다. 나누어진 국소표면은 원천, 비균질성과 비등방성을 포함 하도록 정의한다. 따라서, 정의된 국소경계영역에서 미분볍이 사용된다. 또한 나머지 경계영역에서 경계 적분방정식이 단지 자유공간Green 함수를 사용하도록 수식화 될 것이다. 그 결과로서, 국소경계는 경계조건을 갖는 경계값 문제로 나타나게 되고, 유한요소법으로 해석된다. 제시된 방법의 장점은 전자장 산란연구에 보다 간략하고, 효율적이다. 결과의 타당성은 다른방볍(경계 요소법)파 비교하여 입증하였다. 확장된 수치해석의 예로서 임의의 단면을 갖는 손실유전체주의 산란장을 해석하여 제시했다.

• 한국구조물진단유지관리공학회 논문집
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• 제16권6호
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• pp.82-92
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• 2012

본 연구에서는 콘크리트 교량 바닥판의 열화를 비파괴시험인 지표투과레이더(GPR)를 이용하여 평가하는 방법을 개발하였다. 콘크리트 교량 바닥판의 유전 상수를 계산하기 위하여 비접촉식 GPR 안테나를 이용하여 2층 구조체에 적용할 수 있는 확장형 공통중간점 방법을 개발하였다. 콘크리트 교량 바닥판의 열화 깊이와 열화 상태는 콘크리트 교량 바닥판의 유전 상수와 표면대비 평균 유전상수비를 이용하여 평가하였다. 제안된 방법을 검증하기 위하여 GPR 현장 시험을 공용수명이 오래된 콘크리트 교량에서 실시하였다. 시험 결과 새로 제안된 방법을 이용하여 추정된 두께와 열화 깊이가 어느 정도 신뢰성을 가지는 것으로 나타났다.

• 터널과지하공간
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• 제4권1호
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• pp.17-23
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• 1994

This study consists of two procedures on back analysis and forward analysis which is a basic tool of the former. For a safe and economical construction of underground structures, it is required to identify the structural parameters and analyze the structural behavior as exactly as possible. In this paper, a boundary element method to analyze the behavior of multi-alyered underground structures is studied, in which body forces and initial stresses are considered. That is, each layer is discritized into subregions using infinite fundamental solutions, and terms of body forces and initial stresses are transformed into boundary integral where the applied direct integral method is used. And the system of equations containing body forces and initial stresses are considered. That is, each layer is discritized into subregions using infinite fundamental solutions, and terms of body forces and initial stresses are transformed into boundary integral where the applied direct integral method is used. And the system of equations containing body forces and initial stresses are composed, then the method to solve unknowns is used with applying compatibility and equilibrium conditions between interfaces. As well, the direct search method is applied in back analysis problems. By Powell's method as a technique to search unknown parameters, assuming displacements calculated from boundary element analysis as in-situ displacements, elastic moduli and initial stresses are presumed. As consequences of this study, the results of boundary element analysis of the behavior of multilayered structure considering body forces and initial stresses are agreed with those of finite element analysis. And results of back analysis of elastic moduli and initial stresses in each layers are agreed with exact values with a little difference. Therefore, it is known that this study can be efficiently applied for analyzing the behavior of underground structures including back analysis problems.

• 지구물리와물리탐사
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• 제7권1호
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• pp.14-18
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• 2004

High levels of ambient noise and safety factors often limit the use of 'active-source' seismic methods for geotechnical investigations in urban environments. As an alternative, shear-wave velocity-depth profiles can be obtained by treating the background microtremor wave field as a stochastic process, rather than adopting the traditional approach of calculating velocity based on ray path geometry from a known source. A recent field test in Melbourne demonstrates the ability of the microtremor method, using only Rayleigh waves, to resolve a velocity inversion resulting from the presence of a hard, 12 m thick basalt flow overlying 25 m of softer alluvial sediments and weathered mudstone. Normally the presence of the weaker underlying sediments would lead to an ambiguous or incorrect interpretation with conventional seismic refraction methods. However, this layer of sediments is resolved by the microtremor method, and its inclusion is required in one-dimensional layered-earth modelling in order to reproduce the Rayleigh-wave coherency spectra computed from observed seismic noise records. Nearby borehole data provided both a guide for interpretation and a confirmation of the usefulness of the passive Rayleigh-wave microtremor method. Sensitivity analyses of resolvable modelling parameters demonstrate that estimates of shear velocities and layer thicknesses are accurate to within approximately $10\%\;to\;20\%$ using the spatial autocorrelation (SPAC) technique. Improved accuracy can be obtained by constraining shear velocities and/or layer thicknesses using independent site knowledge. Although there exists potential for ambiguity due to velocity-thickness equivalence, the microtremor method has significant potential as a site investigation tool in situations where the use of traditional seismic methods is limited.

• 인터넷정보학회논문지
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• 제8권1호
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• pp.47-55
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• 2007

본 논문에서는 AMC-V-BLAST(Adaptive Modulation and Coding-Vertical-Bell-lab Layered Space-Time) 결합 시스템에 각 레이어 별로 공통적인 MCS(Modulation and Coding Scheme) 레벨을 적용한 경우와 독립적인 MSC 레벨을 적용한 경우의 시스템 구조를 제시 후 성능을 관찰한다. 그리고 공통적인 MCS 레벨이 적용된 결합 시스템의 성능에 비하여 독립적인 MCS 레벨이 적용된 결합 시스템이 어느 정도의 전송률 향상이 있는가를 살펴본다. 실험결과, 독립적인 MCS 레벨이 적용된 경우가 레이어 별로 각 채널상태에 따라 최대한의 전송률을 얻기 위한 변조 및 코딩 방식이 선택되므로 공통 MCS 레벨을 적용한 경우에 비하여 전송률 성능이 우수함을 보였다. 특히, 약 $7dB{\sim}9dB$ SNR 구간에서 독립적인 MCS 레벨을 적용한 AMC-V-BLAST 결합 시스템의 경우가 공통적인 MCS 레벨을 적용한 경우에 비하여 약 700kbps의 전송률이 개선됨을 확인하였다. 또한, 수신다이버시티를 고려하며 MMSE 무효화 기법을 적용한 AMC-V-BLAST 결합 시스템의 경우 $7dB{\sim}9dB$ SNR 구간에 대하여 독립적인 MCS 레벨을 적용한 시스템과 공통적인 MCS 레벨을 선택한 시스템 간의 전송률 차이가 약 350kpbs 내외로 나타남을 확인할 수 있다.