• 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.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.943-946
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• 2007

Recently, lots of research are going on relation to Improving the Flexibility through all of construction I industry in that space, materials, structure, construction method, etc. The style , space and pattern of housing have been changing by reason that satisfying change of residential environment at the needs of the times, transformation of future-oriented construction trend and recognition of demand-oriented. Therefore, this study should suggest alternations through comparing and analyzing to construction factor of improving the Flexibility, and then should show direction and guideline for realizing actual a long life housing at the next generation through applicable and various classification examples in apartment housing.

• 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.

• Journal of Korean Society of Steel Construction
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• v.18 no.4
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• pp.481-490
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• 2006

The actual performance of a building during an earthquake depends on many factors. The prediction of the seismic performance of a new or existing structure is complex, due not only to the large number of factors that need to be considered and the complexity of the seismic response, but also due to the large inherent uncertainties and randomness associated with making these predictions. A central issue of this research is the proper treatment and incorporation of these uncertainties and randomness in the evaluation of structural capacity and response has been adopted in the seismic performance evaluation of steel tall buildings to account for the uncertainties and randomness in seismic demand and capacities in a consistent manner. The basic framework for reliability-based seismic performance evaluation and the key factors for statistical studies were summarized. A total of 36 target structures that represent typical tall steel buildings based on national building code (KBC-2005) were designed for the statistical studies of demand factor s and capacity factors. The incremental dynamic analysis (IDA) approach was examined through the simple steel moment frame building in determination of global drift capacity.

• Proceedings of the Acoustical Society of Korea Conference
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• 1995.06a
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• pp.171-174
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• 1995

기존의 음성인식에서는 음성의 모든 구간의 정보적 중요도를 같게 두는 고정정보율 처리가 일반적이다. 고정 정보율 처리는 변화가 작은 장 구간을 변화가 큰 단 구간보다 중시하는 경향이 있기 때문에, 음성인식에는 부적절한 요소를 내포하고 있다. 본 논문에서는, 가변 정보율 모델을 제시하여, 음성인식 시, 가변정보율 처리를 수용하게 하였다. 음성의 각 구간마다 정보율 파라메타를 두어, 확률값 계산에 그 구간의 중요도를 반영하였다. 또한 maximum mutual information을 이용하여 정보율 파라메타를 학습시키는 방법을 제안하였다. 화자독립 연속어 인식 실험을 통하여, 가변정보율 모델을 이용한 방법이 기존의 고정 정보율 방법보다 우수한 인식 성능을 보임을 확인할 수 있었다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.05a
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• pp.963-972
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• 2002

선박 거주구는 승무원 및 여객들이 상주하는 곳으로서 대형 상선의 경우 주선체 상부에 건물형태의 높은 구조이므로, 선박의 불균형력과 프로펠러 기진력으로 인해 주 선체와 연성되어 진동이 발생한다. 대형상선의 거주구는 육상구조물과는 달리 주선체와 마찬가지로 강성은 일정하나 화물적재량의 변화에 따라 선박 거주구의 유효질량이 변화함으로 가변적인 진동특성을 갖는 구조물 중의 하나이다. 본 연구에서는 가변 동특성을 갖는 대형상선의 거주구 진동을 수동형 및 능동형 흡진장치를 통하여 제어할 경우 거주구의 고유진동수 변화에 따른 제어성능의 변화를 반영할 수 있으면서도 제어성능과 안정성이 뛰어난 강건제어 시스템의 설계 가능성을 수치 시뮬레이션을 통하여 확인하고자 하였다. 적용대상은 진동문제가 많이 발생하는 컨테이너 운반선과 초대형 원유운반선의 거주구 진동특성을 3차원 유한 요소법을 이용하여 검토하고, 실험적인 방법으로는 거주구 형태의 구조물의 질량변화에 대한 동조형 흡진기의 제어성능을 시험과 선형이차 진동제어 장치의 진동제어성능 실험결과를 소개하고자 한다.

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 2000.11a
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• pp.363-366
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• 2000

본 논문에서는 브러쉬없는 직류전동기의 위치제어를 위한 직접적응 퍼지가변구조제어기를 설계한다. 가변구조제어는 시스템의 파라메터 변화나 외란에 둔감한 특성을 갖는 반면 떨림현상의 문제점을 가지고 있다. 떨림현상의 진폭은 시스템의 불확실정보를 최악의 상태로 가정한 후 결정되므로, 기존의 가변구조제어에서는 그 크기가 너무 크다. 또한 이런 불확실한 요소들의 최대값은 찾아내기도 어렵다. 본 논문에서는 불확실한 요소의 최대값을 최적으로 추정하기 위하여 퍼지 추론 기법을 사용한다. 아울러 소속함수의 원소들을 직접적응 기법에 의하여 자동 조정할 수 있는 기법을 추가한다. 이를 통하여 우수한 제어 성능을 얻을 수 있음을 확인한다.

• 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.3
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• pp.349-359
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• 2001

An enhanced four-node plate element, which has been developed for explicit dynamic analysis of plate, is described in this paper. Reissner-Mind1in(RM) assumptions are adopted to consider transverse shear deformation effects in the present plate element. RM plate element produces a shear locking phenomena in thin plate so that the substitute natural strains based on assumed strain method are explicitly derived. The present plate element is applied into the explicit transient algorithm and the mass matrix of plate is formulated by using special lumping method proposed by Hinton et al. The performance of the element is verified with numerical examples.

• Aerospace Engineering and Technology
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• v.4 no.2
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• pp.27-35
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• 2005

In this study, a performance analysis code was developed for the off-design performance analysis of air turbo ramjet(ATR) engine, and the analyses were performed for the pre-designed ATR engine at several operating points in the envelope. Variable intake and thrust nozzle were assumed to cover the wide envelope. Mathematical models for each components were developed to calculate their off-design performance. Simple design formulas were introduced for some components to explore the performance variation versus the design parameters. As a result, the pre-defined engine couldn't cover the entire mission profile. And it was also found that the effect of the pre-cooler was not very great, especially in the region of low Mach number.