• Journal of the Korean Geosynthetics Society
• /
• v.12 no.1
• /
• pp.11-19
• /
• 2013

Coarse-grained soils are typical engineering materials commonly used in many civil engineering applications such as structural fills, subgrade and drainage fills for dam, railway and bridge. Various researches have been performed with related to constitutive laws for numerical analysis of such structures. This paper presents a parametric study for a constitutive model for coarse grained materials. The model is a kind of the bounding surface models based on critical state theory. A distinct feature of the model is to capture the response of coarse-grained materials with different void ratios and confining pressures using a single set of model parameters. The model behavior is defined with a set of elastic parameters, critical state parameters, and model-specific parameters. The parametric study was performed for the model-specific parameters. The result of parametric study shows that the model is capable to capture stress-dilatancy behavior and kinematic-hardening under non-associative plastic flow.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.36 no.2
• /
• pp.105-112
• /
• 2023

In this study, structural analyses were conducted to analyze the performance of a bridge to which friction pendulum systems (FPSs) were applied using different friction models. A Coulomb friction model and a rate dependent friction model were constructed using the friction coefficient of a PVDF/MgO friction material to analyze the effect of different friction analysis models. The Coulomb friction model uses a single friction coefficient regardless of friction velocity, while the rate dependent friction model can reflect the change in the friction coefficient with friction velocity. Nonlinear time history and seismic fragility analyses were conducted to confirm responses of the bridge. The seismic responses of a deck and a column were used to evaluate the performance of the base isolated bridge, and a friction model that can effectively evaluate the performance of isolated bridges was analyzed.

• Water for future
• /
• v.56 no.2
• /
• pp.35-41
• /
• 2023

• Geotechnical Engineering
• /
• v.12 no.6
• /
• pp.127-138
• /
• 1996

The in-situ consolidation behavior of drainage system-installed deposits has three dimensional characteristics. Therefore, for an approximate 2-D plane strain consolidation analysis, it is necessary to convert the 3-D spatial flow of actual cases into the laminar flow simulated by the 2-D plane strain model. . In this paper, in order to properly model the effect of three dimensional characteristics, an equivalent and efficient model has been applied in a finite element technique for the analysis of the drainage system-installed soil deposits. The equivalent two dimensional model involves equivalent permeabilities and drainage widths. To validate the equivalent two dimensional model, three dimensional analyses were per formed by using the ABAQUS program and the results of 3-D analyses were compared with those of the 2-D analyses. By using the proposed equivalent model, one may be able to appropriately predict the consolidation behavior of drainage system-installed soft deposits.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.38 no.1
• /
• pp.35-41
• /
• 2010

In developing modern aircraft, the reconfiguration control that can improve the safety and the survivability against the unexpected failure by partitioning control surfaces into several parts has been actively studied. This paper deals with the reconfiguration control using model predictive control method considering the saturation of control surfaces under the control surface failure. Linearized aircraft model at trim condition is used as the internal model of model predictive control. We propose the controller that performs optimization using LMI (linear matrix inequalities) based semi-definite programming in case that control surface saturation occurs, otherwise, uses analytic solution of the model predictive control. The performance of the proposed control method is evaluated by nonlinear simulation under the flight scenario of control surface failure.

• Journal of the Korea Concrete Institute
• /
• v.17 no.3 s.87
• /
• pp.353-359
• /
• 2005

To evaluate the proposed shear strength models developed in a companion paper, the shear strengths of test specimens strengthened with FRP were predicted by ACl specification, and elsewhere. The advantage and disadvantage of the models were investigated by the comparisons with the test results. The characteristics and limitations of the existing model were investigated with respect to FRP types, strengthening methods, shear span to depth ratio and effective strength of FRP. The results of this parametric study showed that the proposed shear strength model is more accurate than other models.

• Journal of the Korea Concrete Institute
• /
• v.28 no.1
• /
• pp.23-31
• /
• 2016

In this study, Based on the constructed model in advance, we suggested the macro prediction method of shrinkage cracking reduction in concrete using expansive additives, and the method was verified. In addition, extended application of model to building, the strain of walls and slabs on building was estimated by model and the generated stress was estimated thereby comparing this with the result by existing method to verify the model's applicability and the validation of our model. From examination of theoretical model for concrete using expansive additives to examination for building levels, furthermore suggests the macro prediction method for shrinkage reduction and cracking control effects was can be supply practical data in application of expansive concrete and utility in the future.

• Journal of KIISE:Software and Applications
• /
• v.31 no.6
• /
• pp.697-715
• /
• 2004

Component-Based Development (CBD) is a reuse technology Providing enhancement in productivity through using the unit of component which is larger-grained than an object. However, reference model defining the elements and semantics of CBD component is standardized neither internationally nor in industrial. This yields interoperability and portability problem between CBD platforms, and presents burden of choosing appropriate model to developers. In this paper, we define meta-models for representative component reference models, and identify advantages, disadvantages, and features of each model through technical comparison of meta-models. Besides, through a proposal of essential component model containing common and essential elements that all component models must conform and a extended component model containing maximum elements and mechanisms, we can precisely assess candidate component models in practice.

• Proceedings of the Korean Information Science Society Conference
• /
• 2007.10b
• /
• pp.50-54
• /
• 2007

소프트웨어 개발을 위한 모델링 방법 중 대표적인 것으로 UML을 이용한 방법이 있으며, 제품계열공학에서 소프트웨어의 재사용을 위한 모델링 방법으로 feature 모델링에 관한 연구가 진행 되고 있다. feature 모델링 방법은 잘 정의된 개발 기법을 제공하여 활용되고 있으나 다소 범용 적이지 않다. 또한 그 구조물이 UML과 상이하여 UML사용자가 feature 모델을 재사용하는 데는 어려움을 가지고 있고, feature 모델에서 class모델로의 변환을 제시한 기존연구는 도메인 전문가에 의해 경험적으로 모델링을 하기 때문에 모호성과 이해의 오류, 그리고 잘못된 해석 등의 문제가 발생 된다. 그리고, feature 모델과 class모델의 모든 요소를 매핑하여 변환하지 않는다는 점에서 완전하지 못하다. 따라서 본 논문에서는 Ontology를 이용하여 의미 기반의 명확한 명세를 통한 feature모델의 class 모델로의 변환기법을 제시하고, 이를 위해 feature 모델과 class 모델의 구조물의 요소를 정의하고 이를 기반으로 feature 모델과 OWL, 그리고 class 모델 속성간의 매핑 규칙을 제시하고, 본 논문에서 제시한 변환 프로세스를 이용하여 사례연구를 하였다.

• Geotechnical Engineering
• /
• v.10 no.4
• /
• pp.67-82
• /
• 1994

In this study, a reinforced clay model based on the limit equilibrium of forces under direct shear was proposed to predict shear strength increase in clays induced by the steel inclusion. The model accounted for the effects of orientation of inclusion, length, bonding stress between clay and indclusion and passive soil resistance 1 induced by the inclusion movement, on the behavior of reinforced clays. In order to compare with the theoretical predictions, direct shear tests were performed using a direct shear apparatus formed of an open shear box. Also pull-out tests were conducted to determine the bonding stress between the inclusion and clay. From the experimental results, the increase or decrease in shear strength of reinforced clay samples was found to depend on the orientation of inclusionas well as water content of clay samples. From the comparison of theoretical predictions and experimental results, it was found that the theore tical model predicted reasonably well the influence of orientation of the inclusion as well as passive soil resistance induced by the inclusion movement on the mechanical behavior of reinforced clays.