• Journal of Construction Engineering and Project Management
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• 제2권1호
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• pp.27-34
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• 2012

Recent requirements in component management of building systems have focused on the requirement for improving methods and metric tools to support component condition assessment and appropriate decisions for infrastructure owned facilities. Although engineers and researchers have focused on developing methodologies for component assessment in recent years but there is not enough attention dedicate to facilities and components that have been constructed. This paper is a literature study of scientific papers within the topic of component condition index system (CCIS) in the period 1976 to 2009. Infrastructure component condition index had existed for some 40 years. The purpose of this paper is to provide an overview of CCIS to identify the suitable method for component condition assessment during its service life. This paper finds that the focus of CCIS, surveyed in several aspects during the 40 years that have been investigated, from technology to measurement and from assessment function to component maintenance as an integrated part of the infrastructure component management. This study offers help to researchers in understanding the selection of an appropriate method for component condition assessment in building and non-building systems.

• 한국CDE학회논문집
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• 제2권1호
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• pp.53-59
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• 1997

Current CAD systems used in the AEC community have some critical problems. One of them is that they hardly support design collaboration. Thus designers and engineers are hard to transfer design knowledge from one discipline to another. What we need is a common building database which creates and manages building plans/models and relevant design knowledge consistently and effectively. This paper presents a powerful CAD editor, called UNIFORM, which is being developed. Currently UNIFORM includes three main modules: a plan generator, a 3-D model generator, and component databases. A plan generator, called UNIFORM PLANNER, creates a plan which contains semantically-rich information of building. Each component in the plan can be presented in various ways and connected to component databases that contain knowledge of building components such as windows, doors, walls, etc. Based on the plan UNIFORM MODELER, another module of the program, generates a three dimensional building model which could be a multiple-story building. One of the main ideas behind the system is that it generates and maintains a common building form that can be easily delivered to other members of the project team. Thus it is expected to increase system integration, team interactions, and productivity.

• Earthquakes and Structures
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• 제16권5호
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• pp.575-588
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• 2019

Seismic design method based on bearing capacity has been widely adopted in building codes around the world, however, damage and collapse state of structure under strong earthquake can not be reflected accurately. This paper aims to present a deformation-based seismic design method based on the research of RC component deformation index limit, which combines with the feature of Chinese building codes. In the proposed method, building performance is divided into five levels and components are classified into three types according to their importance. Five specific design approaches, namely, "Elastic Design", "Unyielding Design", "Limit Design", "Minimum Section Design" and "Deformation Assessment", are defined and used in different scenarios to prove whether the seismic performance objectives are attained. For the components which exhibit ductile failure, deformation of components under strong earthquake are obtained quantitatively in order to identify the damage state of the components. For the components which present brittle shear failure, their performance is guaranteed by bearing capacity. As a case study, seismic design of an extremely irregular twin-tower high rise building was carried out according to the proposed method. The results evidenced that the damage and anti-collapse ability of structure were estimated and controlled by both deformation and bearing capacity.

• 한국조경학회지
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• 제29권2호
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• pp.14-21
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• 2001

This study aims to analyze visual structure by evaluating the view from five building sites around An-ap pond, and attempt to determine which site commands the best view and will provide the most active use. The results of this study can be summarized as follows: According to the questionnaire survey of experts on the relations of dominancy-subordination(´chu-jong´), vacancy-solidness(´heo-sil´), sparsity-density(´so-mil´) based on ancient oriental Yin-Yang theory and analysis of visual structure on angle of elevation, depression, and the landscape-component ratio to be seen through five building sites around the west of An-ap pond, building site three was selected as the building site which has the best landscape. Therefore, it is estimated that building site three played the role of core-building site. According to the result of correlation analysis, the greater the increased in the component ratio of sky, mountain ,the greater the degree of harmony within the landscape. As well, the degree of harmony increased when the landscape component ratio of a distant view was greater than that of a near view. Moreover, it was proved that the relationships of ´chu-jong´, ´heo-sil´, ´so-mil´ are correlative, not independent.

• 한국건축친환경설비학회 논문집
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• 제12권6호
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• pp.606-617
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• 2018

Increased density of racks has resulted in increased use of data center cooling energy and the needs for energy efficient cooling systems has increased. In response to these needs, ASHRAE presented a performance indicator, which is Mechanical Load Component (MLC), for the purpose of evaluating systems at the design stage. However, the MLC metrics presented in the current standard can only be determined for system compliance and compared alternative systems with the system configuration completed. Therefore, there are limitations to considering MLC from the early stages of design. In this study, to extend the scope of application of MLC in the design phase, the design factors of the main equipment comprising the cooling system are classified by the MLC load component and interrelations between design factors were identified.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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• pp.140-141
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• 2017

This study is based on the evaluation of a single component injection type adhesive repair material and a new 2 component type used in leakage of underground concrete structures. The studies showed that based on different mix ratio of the 2 component type adhesive sealant comprised of an asphalt main and latex mixture agent the viscosity of the material compound differed significantly. Based on a permeability testing, injection and economic efficiency, and performance, the appropriate ratio was determined to be 6:1 and was proceeded to the KS F 4935 evaluation method. The 2 component type adhesive sealant uses a static mixer and a cartridge type container for the injection procedure and was able to satisfy the evaluation criteria outlined in the KS F 4935 standard.

• 한국지진공학회논문집
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• 제9권3호
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• pp.1-8
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• 2005

본 연구는 지진으로 인하여 발생한 건물의 피해액을 보다 객관적으로 예측 평가할 수 있는 ACM(Advanced Component Method) 개발 방법에 관한 것이다. ACM은 지금까지의 재래식 손실 평가방법에 사용된 구조 기술자들의 주관적인 관점과 전문가적 견해에서 탈피하여, 지진의 크기에 따른 구조형식이 각기 다른 건물들의 내진 성글 평가 기술에 바탕을 둔 지진 손실 평가 방법이다. 그 과정을 살펴보면 먼저 선별된 전형적인 건축 구조물에 대하여 비선형 정적 내진 해석인 pushover 해석을 실행하여 그들의 건물 능력도와 각 부재의 비선형 응답을 계산한다. 지진하중은 ADRS(Acceleration-Displacement Response Spectrum)의 응답 가속도와 응답 변위의 형태로 표현하여 이를 건물 능력도와 함께 능력 스펙트럼법(Capacity Spectrum Method) 기법을 이용하여 건물의 내진 성능점을 찾는다. 또한 전체 건물을 주요 구조체인 기둥, 보, 슬래브 등과 비구조체인 비내력 벽판, 외벽 장식용 요소 등을 각각 분리하여 건물 각 부재들의 지진 응답 변위에 따른 피해율을 산출한다. 이들 각 부재들의 피해는 그 부재들의 특성에 따른 적절한 보수보강기법과 그에 따른 비용산정 모델을 이용하여 각 부재의 금전적인 피해액으로 전환한다. 마지막으로 Monte Carlo기법을 이용하여 지금까지 얻은 건물의 응답과 각 부재들의 지진에 따른 피해율, 그리고 그 부재들의 비용산정 모델을 종합하여 전체 건물의 최종의 피해율을 얻는다. 특히, 현존하는 건물에 사용된 재료와 설계 가정 하중의 가변성에 따른 건물 거동에 대한 불확실성 등을 고려하기 위하여 Latin Hypercube 추출 기법을 사용하며, 마지막으로 본 연구의 사례평가를 위하여 과거 일어났던 지진 피해정보와 손실 자료들을 바탕으로 ACM방법과 재래식 방법을 이용한 건물 손실 평가 방법을 비교 분석하였다.

• 한국건설관리학회논문집
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• 제5권1호
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• pp.53-61
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• 2004

리모델링 프로젝트는 기존 자원의 활용이라는 제한조건 안에서 수행되므로 기존 건축물의 구성요소들의 상관관계가 리모델링의 대상과 범위의 선정에 제한조건, 영향요인으로 작용하게 된다. 이러한 리모델링 프로젝트의 특성을 고려하여, 본 연구에서는 리모델링 사업수행시 설계단계에서 건축물 공간을 구성하는 부위의 구성요소간의 상관관계 분석을 통해 시공단계에서 발생하는 다양한 문제로 인한 공기지연, 공사비 증가 등의 문제 발생을 최소화하기 위한 방법으로, 리모델링 설계단계에서 건축시스템의 상관관계를 효율적으로 분석하기 위한 리모델링 건축시스템 상관관계 도식화 모델 및 부위별 적정 대안선정 방법을 제안하였다.

• 한국CDE학회논문집
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• 제15권6호
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• pp.467-475
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• 2010

Due to the needs of design optimization and productivity for modernized Korean traditional house, standardization of Korean traditional building components is proceeding by BIM (Building Information Modeling). Currently, most of BIM software support object-based parametric modeling. By means of parameterized Korean traditional building components, the shape and assembly relation can be controlled. Although IFC(ISO/PAS 16739), which is an international standard in the AEC field, has been developed for information exchange among BIM software, IFC and other existing common data formats cannot be exchangeable parametric information. For the exchangeable parametric information within IFC, the authors defined meta-data by using Pset(Property-Set). The authors analyzed results about interoperability test in Revit $Architecture^{TM}$, $ArchiCAD^{TM}$ and Digital $Project^{TM}$. In order to solve found problems, the authors developed a translator to improve interoperability among BIM software.

• 대한전자공학회논문지
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• 제24권6호
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• pp.1056-1067
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• 1987

This paper presents a design procedure for building block integrated circuits that is based on the digraph relaxation model. A set of optimization procedure is prosented for a minimum area and routing-fecsible placement of IC building blocks. Chip area optimization is subject to perimeter and area constraints on the component rectangles in the dissection.