• Land and Housing Review
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• v.2 no.4
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• pp.397-406
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• 2011

This research aims to develop various infill-systems for practically applying to long-life housing with 100-year durability and flexibility as a strategy for realizing sustainable residential environment. Especially, the developed infill-systems & technologies were concentrated to the mock-up house applied with the standard model of long-life housing, and their in-situ applicability by a phase, experts' consultation, and questionnaire survey were also evaluated. This research was executed to divide by 3 phases. In the First phase infill-systems for a housing unit of $84m^2$ exclusive use area as well as a support of whole structure and infill-systems including dry wall, and windows were constructed, and their in-situ applicability were evaluated. In the Second phase vertical integration of upper and lower housing units of $50m^2$ and $40m^2$ exclusive use area was investigated the first in domestic for 3 housing units of $50m^2$ exclusive use area. In addition, various infill-systems including the horizontal expansion of $50m^2$ and $10m^2$ exclusive use areas were also constructed and evaluated on their in-situ applicability. In the third phase diverse performance tests and field investigation for in-situ verifying of dry Ondol, developed this research, were executed to improve their practicability. Inner dry walls were taken apart, moved and re-constructed for verifying their practicability to investigate 3R-Reduce, Reuse and Recycle-realization too.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.14 no.4
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• pp.481-494
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• 2001

An enhanced degenerated shell finite element (FE), which has been developed for inelastic analysis of reinforced concrete structures is described in this paper. Generally, Reissner-Mindlin (RM) assumptions are adopted to develop the degenerated shell FE so that transverse shear deformation effects is considered. However, it is found that there are serious defects such as locking phenomena in RM degenerated shell FE since the stiffness matrix has been overestimated in some situations. As remedies of locking phenomena, reduced integration, incompatible mode and assumed strain method have been used. Especially, the assumed strain method has been successfully used in many FEs. But contrarily, there is a few investigation on the performance of the assumed strains in the inelastic analysis of concrete structures. Therefore, shell formulation is provided in this paper with emphasis on the terms related to the stiffness matrix based on assumed strain method and microscopic concrete material model. Finally, the performance of the present shell element is tested and demonstrated with several numerical examples. From the numerical tests, the present result shows a good agreement with experimental data or other numerical results.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1651-1655
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• 2006

일반적인 하천에서 이 치수를 위한 하천 구조물설계를 위해서는 흐름해석이 매우 중요한 작업 중 하나이다. 하천의 흐름해석은 주어진 유량에 대해 등류 또는 부등류, 부정류 계산을 통하여 해석을 하게 되는데, 이때 조도계수는 매우 중요한 매개변수이며, 조도계수에 의해 흐름해석의 결과가 크게 좌우된다. 이러한 조도계수는 어느 특정의 확정적인 요소에 의해 결정되어지지 않고, 복합적인 요소에 의해 결정되어지며, 특히, 유량에 대해 가변성을 갖는다. 본 연구에서는 조도계수의 유량에 대한 가변적인 특성을 분석하고자, 각각 다른 하상경사를 가지는 하천들에 대해 조도계수를 산정하였다. 그 결과, 조도계수는 유량에 대해 가변성을 갖는 것을 확인할 수 있었다. 그리고 하상경사가 완만한 하천일수록 유량에 대한 조도계수의 가변성이 크게 나타났으며, 하상경사가 급할수록 유량에 대한 조도계수의 가변성이 적게 나타나는 결과를 도출하여 유량에 대한 조도계수의 가변성이 하상경사에 민감하게 반응하는 것을 확인할 수 있었다.

• Korean Journal of Construction Engineering and Management
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• v.10 no.2
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• pp.84-92
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• 2009

Recently, lots of the research aspects of space, materials, structure, construction method relation to improving the flexibility going on throughout the construction industry, moreover the development of construction key technology has been accelerating by reason of deterioration in the apartment housing. Therefore, this study should firstly suggests assessment list of construction key technology through investigation of questionnaire and consultation of the expert on the basis of case studies, and should select it about the flexibility which making social issues lastly in the apartment housing. Secondly, this study should classify, reestablish core technology through inspection procedure of feasibility study among lists of deduced key technology. Finally, this study will suggest the manual & guideline for improving the flexibility for a long-life apartment housing at the next generation by selecting, analyzing and estimating higher score items of all key technology.

• Journal of KIISE:Software and Applications
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• v.34 no.4
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• pp.328-341
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• 2007

When the decision to initiate a software product line has been taken, the first step is the domain analysis describing the variability in the requirements, the second important step is the definition of a domain architecture that captures the overall structure of a series of closely related products. A domain architecture can be a core asset in product line by describing the commonalities and variabilities of the products contained in the software product line. The variabilities, which are identified at each phase of the core assets development, are diverse in the level of abstraction. Therefore, it is important to clearly define, systematically identify, and explicitly represent variability at the architectural level. However, it is difficult to identify and represent the variability which should be considered at the architecture level, because these may be appeared in architecture elements and in architecture configuration. In this paper, we suggest a method of developing domain architecture as a core asset in product line where commonality and variability are explicitly considered. First of all, we will describe a domain architecture metamodel that can explicitly define commonality and variability concepts by extending the Object Management Group's ($OMG^{TM}$ Reusable Asset Specification eRAS) model. Using the domain architecture metamodel, architecture elements are defined and the variations that can be identified at the architecture level are classified into two types in according th abstract level. Additionally, we describe a domain architecture where commonality and variability are explicitly considered on basis of this metamodel.

• The KIPS Transactions:PartD
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• v.15D no.6
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• pp.803-814
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• 2008

Product line architectures include variable parts to be selected according to product specific requirements. In order to derive architectures that are valid for a particular product from product line architectures, variabilities of product line architectures must be systematically managed. In this paper, we adopt an approach to variability management of product line architectures through an explicit mapping between a feature model and product line architecture models. If this mapping is incorrect or there exists inconsistency among product line architectural elements, variabilities of product line architectures cannot be managed correctly. Therefore, this paper formally defines product line architectural models in terms of conceptual, process, deployment, and module views, and mapping relationships between the feature model and the architectural models. Consistency rules for correct variability management of product line architectures are defined in terms of consistency in each of product line architecture model, consistency between different architectural view models, and consistency between a feature model and product line architectural models. These consistency rules provide a theoretical foundation for deriving valid product architecture from product line architectures.

• KIPS Transactions on Software and Data Engineering
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• v.3 no.1
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• pp.1-6
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• 2014

Many companies have tried to adopt Software Product Line Engineering for improving the quality and productivity of information systems and software product. There are several models defined in software product line methodology and each model has different abstraction level. Therefor it is important to maintain the traceability and consistency between models. In this paper, consistency checking rules are suggested by traceability matrix of work products.

• Proceedings of the Korean Information Science Society Conference
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• 2007.10b
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• pp.66-71
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• 2007

제품계열 기반 개발 방법은 특정 제품 개발 시, 제품 계열 아키텍처를 요구사항에 따라 재정의하여 제품 아키텍처를 정의하고, 이에 따라 필요 기능의 컴포넌트를 조정, 조립 또는 신규 개발하여 제품의 빠른 생산을 가능하게 할 수 있는 방법으로 주목 받고 있는 기술이다. 제품계열 아키텍처로부터 제품 아키텍처를 쉽게 생성할 수 있도록 지원하기 위해서는 제품 계열 내의 여러 시스템에서 공통인 부분과 제품에 따라 다른 가변 부분의 표현이 명확해야 한다. 그러나 기존 연구들은 가변성의 이해 및 표현이 어렵거나 범용적이지 못하다는 등의 단점들이 존재한다. 따라서 본 연구에서는 UML 2.0을 이용하여 제품 계열 아키텍처의 가변 요소을 추출하고 표현하는 방법을 제안한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2011.11a
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• pp.1372-1375
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• 2011

프로덕트 라인 공학에서 프로덕트 라인 아키텍처는 가장 중요한 산출물 중에 하나이다. UML (Unified Modeling Language) 2.x 부터는 아키텍처를 모델링하기 위한 유용한 모델링 요소를 제공하고 있다. 이러한 UML을 이용하여 프로덕트 라인 아키텍처를 모델링하기 위해서는 가변성의 표현이 명시적으로 이루어져야 하지만, UML 자체에는 가변성을 표현하기 위한 방법 및 기법을 명시적으로 기술하고 있지 않다. 본 논문에서는 UML에서 제공하는 확장 메커니즘을 이용하여 가변성을 표현하는 방법을 제안한다. 즉, 모델링요소에 태그값(Tagged Value) 및 스테레오타입을 넣어주어 다양한 관점에서의 가변성을 표기하는 방법을 제안한다.

• Proceeding of KASS Symposium
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• 2008.05a
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• pp.95-100
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• 2008

A 4-node assumed strain finite element based on higher order shear deformation theory is developed to investigate the behaviours of symmetric and unsymmetric laminated composite plates. The present element is based on Reddy's higher order shear deformation theory so that it can consider the parabolic distribution of shear deformation through plate thickness direction. In particular, assumed strain method is adopted to alleviate the shear locking phenomena inherited plate elements based on higher order shear deformation theory. The present finite element has seven degrees of freedom per node and denoted as HSA4. Numerical examples are carried out for symmetric and unsymmetric laminated composite plate with various thickness values. Numerical results are compared with reference solutions produced by other higher order shear deformation theories.