• Journal of Korean Society of Steel Construction
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• v.21 no.6
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• pp.627-636
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• 2009

The purpose of this study was to evaluate the validity of the second-order analysis using the load amplification factor suggested by design codes. For this purpose, the first-order analysis with the B1 and B2 factors suggested by KBC 2005 and the direct analysis with the load amplification factor suggested by KBC 2009 (draft) were performed for three-story -one-bay and five-story-three-bay unbraced steel frames. The results of the analyses were compared with the results of the second-order inelastic analysis to evaluate the validity of the suggested methods. The main parameters of the analysis were the scale of the frame, the axial load ratio of the column, and the methods of analysis. The research results showedthat the method suggested by KBC 2005 does not properly consider the second-order effect under the high axial load ratio, but the direct analysis method suggested by KBC 2009 (draft) properly estimates the second-order effect without any serious problem.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.5B
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• pp.449-458
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• 2008

This study is investigating experimentally the effect of upstream Froude number, weir height, weir length, and main channel width on the discharge coefficient of rectangular sharp crested side-weirs under subcritical flow conditions in a relatively wide rectangular open channel based on the De Marchi discharge coefficient $C_M$. The effects of four main influential parameters found by dimensional analysis, $Fr_1$, $h/y_1$, L/B, and $L/y_1$ are examined by the flume tests. New estimated equations for the discharge coefficients of sharp-crested side-weir are suggested based on the experimental results. The effect of $Fr_1$ for the discharge coefficient of sharp crested side weir is decreased in wide open channel and the relative importance of other influential parameters like $h/y_1$, L/B, and $L/y_1$ are increased. Also, the experimental results are compared with the results of other studies to extend the applicability of pre-suggested formulas for sharp-crested side-weir discharge coefficient.

• The Journal of the Acoustical Society of Korea
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• v.20 no.4
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• pp.29-34
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• 2001

In this paper, we designed an LSF coefficient quantizer of the wideband speech codec that can produce high quality speech service. For the efficient LSF coefficient quantizer, the interframe correlation was used. Also we separately quantized the LSF coefficients with high and low interframe correlation. Predictive pyramid vector quantizer (PVQ) was used for quantizing the LSF coefficients with high interframe correlation, and PVQ was used for quantizing the LSF coefficients with low interframe correlation. Experiments show that the proposed UF quantizer can quantize LSF information in 40 bits/frame, with an average spectral distortion (SD) of 1 dB and less than 3.87% frames having SD greater than 2 dB.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.3
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• pp.716-723
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• 2016

Enhanced tubes are used widely in the heat exchangers of absorption chillers. In regenerators, corrugated, ribbed or floral tubes are commonly used. In this study, the tube-side heat transfer coefficients and friction factors of enhanced tubes were obtained experimentally using the Wilson Plot method. The results showed that the heat transfer coefficients and the friction factors were the largest for the corrugated tube, followed by the ribbed tube. The heat transfer coefficients and friction factors of the floral tube matched those of the smooth tube within 4%, which suggests that the heat transfer and friction characteristics of the floral tube may be accounted for properly by the hydraulic diameter. The B(e+) and g(e+) were obtained from the experimental data of the corrugated and ribbed tube. The B(e+) and g(e+) of the corrugated tube matched those of the existing correlation within 20%. The present results may be used for an assessment of the heat transfer and friction characteristics of the enhanced tubes for regenerators.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1996.04a
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• pp.27-39
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• 1996

A finite element analysis of a trunnion pipe anchor is presented. The structure is analyzed for the case of internal pressure and moment loadings. The stress results are categorized as average and linearly varying(through the thickness) stresses. The resulting stresses are interpreted per Section 111 of the ASME Boiler and Pressure Vessel Code from which the Primary(B$_1$) and Secondary(C$_1$) stress indices for pressure, the Primary(B$_2$) and Secondary(C$_2$) stress indices for moment are developed. Several analysis were peformed on various structural geometries in order to determine empirical relationships for the stress indices as a function of dimensionless ratios.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.09a
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• pp.498-503
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• 2009

얕은기초의 침하량은 기초강성에 따라 크게 좌우되지만 기존의 이론적인 연구결과는 실무에 적 하기에 불충분하였다. 그러므로, 본 연구에서는 3차원 수치해석법을 이용하여 직사각형 기초의 길이비에 따른 강성 보정계수를 산정하고자 하였다. 우선, Mayne & Poulos(1999)가 정사각형 기초에 대하여 제안한 강성 보정계수와 비교하여 본 수치해석 기법의 적용성을 검증하였다. 그리고, 검증된 수치해석 기법을 적용하여 직사각형 기초의 길이비를 L/B=1, 2, 5로 달리하여 해석을 수행하였다. 그 결과, 동일한 기초강성에서 기초의 길이비(L/B)가 증가함에 따라 강성 보정계수 값이 점차 증가하는 결과를 보여주었다. 그러나 L/B=5 인 경우에는 강성계수가 10이상 되더라도 기초는 완전강성 거동을 보이지 않았다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1994.10a
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• pp.312-316
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• 1994

본 연구를 통해 공간 푸리에변환을 이용한 반사계수측정에 있어서 L.S.B.M 및 유한크기 모델의 사용가능성과 유용성을 살펴보았다. 1) L.S.B.M은 P.D.M의 측정음압내에 포함되는 잡음에 대한 민감성을 줄일 수 있어 잡음에 대해 안정한 측정을 할 수 있는 장점이 있음을 알 수 있었다. 2) 유한크기모델은 무한크기모델의 경우 측정면적보다 큰 측정할 반사물질이 요구되는데 반해 측정할 물질의 크기에는 무관하게 반사계수를 얻을 수 있었고 이는 공간 푸리에 변환을 이용한 반사계수 측정방법의 유용성을 증가시킬 수 있다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.2
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• pp.405-421
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• 2018

In most of cases, the wall friction coefficients applied for local tunnel design are quoted directly from foreign data or local design guideline. In the previous studies, the wall friction coefficient was estimated using the velocity decay method. However, it is difficult to estimate the wall friction coefficient when the convergence wind velocity in the tunnel is negative (-) or if there is a change in the natural wind. Therefore, in this study, the wall friction coefficient is estimated by applying the dynamic simulation technique in addition to the conventional the velocity decay method. As a result of the analysis, the coefficient of wall friction in the tunnels for the total of 9 tunnels (18 tubes both directions) was 0.011~0.025, and the mean value was estimated to be 0.020. In addition, the wall friction coefficient obtained quantitatively through this study was compared with the current design criteria.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.3
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• pp.1-14
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• 1992

Using form parameters representing geometric characteristics of the form, this paper attempts the generation of 3-D free surface given in terms of B-spline surface equation. This is achieved by coupling the form parameter decision, Coons surface of the form parameters, and B-spline. To check the validing of the present method, a analogous surface to the bulbous bow was generated.

• Journal of Advanced Navigation Technology
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• v.27 no.4
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• pp.417-422
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• 2023

This paper presents various methods for implementing 3-dB coupler using a broadside slot coupled lines and analyze its characteristics. The ideal coupler of the tandem structure is analyzed on the premise that both the reflection coefficient and the isolation coefficient of the first and second coupler connections are zero. However, since the reflection and isolation coefficients of most couplers are not zero, the S-parameter cascade calculation method was used to check how to the characteristics of the coupler change due to this. In order to confirm that these characteristics appear, a 3-dB coupler was fabricated with one stage and two and three stages of a tandem structure using a broadside slot coupled lines at a center frequency of 2 GHz, and it was confirm that the characteristics of tandem coupler change due to the non-zero reflection coefficient and isolation coefficient of the connection part of the coupler.