• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3C
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• pp.201-207
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• 2006

Soil tests are generally conducted using a membrane to measure a pore water pressure. However, it has also been recognized that the membrane penetrates into the specimen by the change of the confining pressure, and it results in the erroneous measurement in the pore water pressure and the volumetric strain. This study examined the effectiveness of the correction equation of the membrane penetration on the basis of the experimental data acquired during the isotropic unloading and the cyclic shear process using the hollow cylindrical shear test equipment. The results showed that the membrane penetration by the correction equation could be overestimated when the mean effective stress was lower than 20kPa in this study. The limitations originated from the sudden increase near the zero effective stress, and in order to prevent the overestimation in low effective stress condition, the use of the constant a was proposed in this study. Furthermore, the correction equation for the membrane penetration had to be applied carefully when the initial relative density was high and the density changes were occurred by the relocation of the soil particle by the liquefaction.

• Journal of the Korean GEO-environmental Society
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• v.7 no.6
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• pp.133-143
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• 2006

A fully coupled effective stress dynamic analysis procedure for modeling seismic liquefaction on slope is presented. An elasto-plastic formulation is used for the constitutive model UBCSAND in which the yield loci are radial lines of constant stress ratio and the flow rule is non-associated. This is incorporated into the 2D version of Fast Lagrangian Analysis of Continua (FLAC) by modifying the existing Mohr-Coulomb model. This numerical procedure is used to simulate centrifuge test data from the Rensselaer Polytechnic Institute (RPI). UBCSAND is first calibrated to cyclic direct simple shear tests performed on Nevada sand. Both pre- and post-liquefaction behaviour is captured. The centrifuge test is then modeled and the predicted accelerations, excess porewater pressures, and displacements are compared with the measurements. The results are shown to be in general agreement. The procedure is currently being used in the design of liquefaction remediation measures for a number of dam, bridge, tunnel, and pipeline projects in Western Canada.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.3 s.55
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• pp.145-154
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• 2009

Steel-Concrete Composite Deck with I-beam welded is lighter and easier to construct than conventional in situ reinforced concrete slabs due to the I-beam embedded in the corrugated slab. For the calculation of effective flexural rigidity of conventional reinforced concrete structures, methods suggested in Design Standard for Roads and Bridges and ACI have been used. In this paper, the calculation methods were applied to steel-concrete composite deck with I-beam welded and then results of the steel-concrete composite deck were compared with those of reinforced concrete slabs. In addition, applicability of the methods to steel-concrete composite deck with I-beam welded was estimated. In order to compare the effective flexural rigidity, flexural experiments were conducted. Fifteen slabs were built and the variables considered in the experiments were studs, length of the slab, shape of the section and connecting methods.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.47 no.9
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• pp.642-648
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• 2019

In this study, Image-based computational analysis using the developed models was performed to predict the degradation of effective properties by ablation. The ablation tests of carbon/phenolic composites were performed using a 0.4 MW arc-heated wind tunnel. The carbon/phenolic composite samples were scanned using the micro-computed tomography (Micro-CT) to analyze the ablation characteristics according to a duration time of the ablation test. By calibrating the scanned images, computational models were developed that reflect the actual microstructure of the ablation composites. Also, nine computational models that reflect the actual pore shape were developed using the created cross-sectional images. Image-based computational analysis using the developed models was performed to predict the degradation of effective properties by ablation and the decrease of effective properties was confirmed with increase of porosity.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.26 no.9A
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• pp.1516-1524
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• 2001

현재 ATM망, giga-bit 이더넷, fast 이더넷 그리고 프레임-릴레이와 같은 고속 전송 망 구축 기술이 발전함에 따라 다양한 소비자 욕구를 촉진시키고 있다. 특히, 다양한 멀티미디어 서비스의 환경에서는 다중화되는 개개의 기본 스트림들에 대한 특성이 더욱 가변적임에 따라, 이를 효과적으로 다중화하여 망에 적응 및 연동시키는 기술은 필수적이다. 본 논문에서는 이와 같은 응용 환경을 고려하여 가변 비트율로 부호화 및 다중화하여 전송되는 과정에 있어서 지나친 전송 대역폭의 낭비를 초래하지 않고 다중화 전송 기법을 제안한다. 가변 비트율로 부호화된 기본 스트림의 각 액세스 단위에 대해 부과되는 지연 크기에 의한 제한 조건 관계식을 정의하고, 이것을 바탕으로 라이브 멀티미디어 서비스를 제공하는 효과적인 두 가지 방안을 제안한다. 제안한 방법은 각각 시간적 측면만을 고려한 방법과 시간/공간적 측면을 동시에 고려한 방법으로 나누어 제안한다. 부호화된 Star-wars 데이터 트레이스를 이용한 모의 실험에서 제안된 방식은 크게 다중화 전송 스트림의 첨두율, 변화율 계수 그리고 유효 대역폭 측면에서 성능을 크게 개선시킴을 확인한다. 그리고, 저 지연을 갖는 멀티미디어 서비스에 대해 상대적으로 우수한 성능이 나타남을 확인한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.60-68
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• 2017

This study was made to examine the motion characteristics according to the reinforcement of the reinforcement length and stiffener reinforcement for shear reinforcement to the foundation structure reinforced with shear reinforcement steel plate. Experimental study was made after specimen was installed on the ground as the same as in the practical site. Reinforcement lengths of the steel for shear reinforcement are divided into 1,000 mm, 1,200 mm and 1,400 mm in the specimen and as for reinforcement method of the stiffener, 4 stiffeners with interval of 100mm reinforced with the same materials as the shear reinforcement were manufactured for the experiment. Considering result of the experiment, it is expressed that no effect of the stiffener reinforcement was found and regarding the reinforcement length of shear reinforcement material the crossed point of the two converted lines of the value that the shear force is expressed in the bearing power in the expanded dangerous section and the value that the shear capacity receivable by the reinforcement materials in the dangerous section is proposed as effective reinforcement length.

• Computational Structural Engineering
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• v.3 no.3
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• pp.30-38
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• 1990

본 실험은 지금까지 우리나라에서 수행 되어온 기존, 건축 토목관계 실험의 수준을 한차원 높히는데 크게 기여하리라 생각된다. Hydraulic Jack을ㄹ 이용한 1 방향 실험과는 비교할 수 없을 정도로 자동화, 기계화를 이루었으며, 실험에 사용된 Actuator는 미국의 MTS사 제품으로 빠른 속도 (2Hz에서 최대 +/-7.5cm Stroke)로 움직이는 반복 주기 하중을 컴퓨터가 제어하고 Data를 자동적으로 컴퓨터에 기록하므로 구조물의 동적특성까지를 규명하는데 필수적인 장비이다. 또한 Shaking table은 실제로 발생하는 지진파를 그대로 입력시켜 구조물에 대한 내진 성능을 완벽하게 측정할 수 있다. 특히 구조설계자들 사이에도 논란이 되고 있는 우리나라 내진규준의 R factor(반응수정계수)를 정하는데 매우 유효한 역할을 하리라 기대된다.

• Journal of Korea Water Resources Association
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• v.30 no.3
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• pp.201-210
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• 1997

To analyze the flow through open-channel constrictions using $\kappa$-$\varepsilon$ turbulence mode, a numerical model is developed. The simulated results agree well with existing experimental data which attributes to the adequate input of turbulent eddy-viscosity by turbulence model. A stream function and velocity distributions enable the analysis of flow characteristics at the downstream of constriction. Turbulent eddy viscosities over channel are spatially varied with stream pattern. For the evaluation of rapidly varied flow, the eddy-viscosity input by turbulence model is required instead of the empirical effective viscosity to solve a shallow water equation.

• Proceedings of the KIPE Conference
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• 2019.11a
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• pp.154-155
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• 2019

항만 내 대표적인 하역장비로는 RTG와 YT가 있으며 주로 디젤엔진을 사용하고 있다. 항만의 그린화 및 무인화를 위해 물류장비의 전기동력 전환의 필요성 증가 및 전기동력 충전을 위한 유선 또는 무선 충전기술 등이 고려 되고 있다. 본 논문에서는 항만에서 운영되는 전기식 YT의 운영 패턴을 고려해 수시로 충전이 가능한 무선전력 전송시스템을 제안하였다. 또한 제안한 시스템의 검증을 위해 실험용 시스템을 구축하여 전력전송 용량 및 효율실험 결과를 통하여 타당성을 확인하였다.

• Journal of the Korean Geotechnical Society
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• v.24 no.3
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• pp.35-51
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• 2008

In this paper, the application of the DSC model to the analysis of liquefaction potential is examined through experimental and analytical investigations. For more realistic description of dynamic responses of saturated sands, the DSC model was modified based on the dynamic effective stress path and excess pore pressure development. Both static and cyclic undrained triaxial tests were performed for sands with different relative densities and confining stresses. Based on test results, a classification of liquefaction phases in terms of the dynamic effective stress path and the excess pore pressure development was proposed and adopted into the modified DSC model. The proposed methods using the original and modified DSC models were compared with examples with different relative densities and confining stresses. Based on the comparisons between the predicted results using the original and modified DSC models and experimental data, the parameters required to define the model were simplified. It was also found that modified model more accurately simulate initial liquefaction and dynamic responses of soil under cyclic undrained triaxial tests.