• 한국조경학회지
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• 제42권6호
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• pp.101-110
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• 2014

본 연구는 민간기업에서 시행한 아파트 단지의 조경공사 중 식재설계변경의 유형과 변경의 타당성을 분석하여 공기업과 비교 고찰함으로써 조경공사 시에 발생하는 식재설계 변경을 객관적이고 효율적으로 관리하기 위한 기초 자료 제시를 목적으로 수행하였다. 본 연구의 결과 다음과 같은 다섯 가지를 얻을 수 있었다. 첫째, 민간기업에서 시행한 아파트 단지 조경공사에서 발생한 설계 변경 중 식재공사에서 발생한 비율이 61.8%를 차지하고 있음으로써 식재 부분이 설계변경의 주된 대상이 되는 것으로 나타났다. 둘째, 이러한 설계변경원인으로는 주로 공기부족 등 현장 여건과 관련되는 것이었고, 특히 체계적 설계변경보다는 현장에서 구두 설계변경승인으로 이루어지는 것으로 나타났다. 셋째, 식재설계의 설계변경은 한 건의 설계변경 승인에 7~48회의 동시다발적으로 발생하는 특징을 보이고 있었다. 넷째, 민간기업에서 발생하는 조경식재공사 설계변경 유형은 '이용자를 고려한 설계변경', '이미지 개선을 위한 설계변경', '유지관리의 용이성을 위한 설계변경', '설계내역 불일치로 인한 설계변경', '타 공종과의 관계로 인한 설계변경', '현장조사 미비로 인한 설계변경', '시공성을 고려한 설계변경' 등 총 7가지의 조경식재공사 설계변경 유형으로 구분할 수 있었는데 이것은 공기업에서 추진하는 설계변경 유형과 크게 다르지 않은 것으로 나타났다. 넷째, 이들 7가지 중 민간기업의 경우, '이용자를 고려한 설계변경'과 '이미지 개선을 위한 설계변경'이 전체 설계변경의 빈도에서 과반수를 넘는 것으로 나타나 공기업의 '이용자를 고려한 설계변경'과 '설계내역 불일치로 인한 설계변경'으로 나타난 것과 상이한 점을 보이고 있었다. 다섯째, 식재공사 설계변경 과정의 경우 민간기업은 공기단축을 통한 공사비용 절감 차원에서 선(先)시공 후(後)승인의 관행을 보이고 있는 것으로 나타났지만, 공기업의 경우 현장에서 설계변경 사유가 발생하였을 시 현장 상황 및 변경내용을 검토하고 반영하여 설계변경 절차를 보이는 등 상이한 절차를 거치는 것으로 나타났다. 이상의 결과는 조경공사 중 식재설계 변경의 유형은 공기업, 사기업에 관계없이 7개의 범주로 설계변경의 유형은 동일하나, 설계변경의 주된 사유와 절차는 상이한 점이 있는 것으로 나타남으로써 식재설계 변경은 조경공사의 성격에 따라 합리성과 효율성 차원에서 유동성 있게 적용하는 것이 바람직한 것으로 사료되었다.

• 한국강구조학회 논문집
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• 제18권1호
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• pp.1-10
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• 2006

본 논문은 원형 판의 진동 해석에 미분변환법을 적용하였다. 계산된 수치적인 결과들은 이전의 연구결과들과 비교되었다. 그 결과를 기존의 연구 결과와 비교하여 미분변환법의 타당성을 검증하였고, 두께 형상과 경계조건 및 내경변화에 의한 고유진동수의 변화를 해석 및 고찰하였다. 유용성을 입증하였다.

• Structural Engineering and Mechanics
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• 제14권4호
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• pp.401-416
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• 2002

This paper presents a domain decomposition method for buckling analysis of rectangular Kirchhoff plates subjected to uniaxial inplane load and with mixed edge support conditions. A plate is decomposed into two rectangular subdomains along the change of the discontinuous support conditions. The automated Ritz method is employed to derive the governing eigenvalue equation for the plate system. Compatibility conditions are imposed for transverse displacement and slope along the interface of the two subdomains by modifying the Ritz trial functions. The resulting Ritz function ensures that the transverse displacement and slope are continuous along the entire interface of the two subdomains. The validity and accuracy of the proposed method are verified with convergence and comparison studies. Buckling results are presented for several selected rectangular plates with various combination of mixed edge support conditions.

• 한국해양공학회지
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• 제32권2호
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• pp.123-130
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• 2018

The present study investigated the validity of an equilibrium shoreline empirical formula for real phenomena. Among three types of equilibrium shoreline formulas, Hsu's parabolic type static formula was employed, which is well-known and the most practical for shoreline estimation after coastal or harbor structure construction. The wave data observed at Maengbang beach and the CERC formula on longshore sediment transport were used in the present investigation. A comparison study was only conducted for the case of a shoreline change after the construction of a groyne. Reasonable agreement was seen between the observed wave data and the data obtained under a wave angle spreading function S = 3.5. However, significant changes were observed when S increased. Thus, careful application is required when using Hsu's formula.

• 한국IT서비스학회지
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• 제11권2호
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• pp.197-211
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• 2012

This paper describes how to derive audit criterion, audit domain, detail technology, and functional check items which are core of hospital information system, consisting of OCS, EMR, and PACS. Using the check items listed above, we investigated the objective validity for the construction audit of hospital information system. As a result, the derived audit criterion, audit domain, detail technology, and functional check items were verified as check items for audit. Since using the current audit check items of public area is insufficient to construct efficient, reliable, and stable hospital information system, we suggest adopting the hospital information system audit area, audit check items, and process that are presented in this paper.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 춘계학술대회논문집
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• pp.343-346
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• 2003

In order to construct the extrusion die surface of arbitrarily shaped sections, an automatic surface construction method based on NURBS surface and area mapping method is proposed in the present work. In the present study, a center point for area mapping is determined by introducing the marring concept based on constant area proportionality between original billet and final product. The characteristic points of inlet profile is determined using the traditional area mapping method and the root finding numerical method. The inlet and outlet profiles are precisely described with NURBS curves using the characteristic points of entry and exit sections. For the construction of NURBS surface, an interpolation method for the pre-determined two section curves has been developed to be used in the generation of interior control points and weights. To show the validity of the proposed method, automatic die surface generation is carried out for the several kinds of shaped sections.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.95-105
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• 1997

Structures subjected to strong seismic excitation may undergo inelastic deformation cycles. The resulting cumulative fatigue damage process reduces the ability of structures and components to withstand seismic loads. Yet, the present earthquake resistance design methods focus mainly on the maximum displacement ductility, ignoring the effect of the cyclic responses. The damage parameters closely related to the cumulative damage need to be properly reflected on the aseismic design methods. In this study, two cumulative damage assessment methods derived from the plastic fatigue theory are investigated. The one is based on the hysteretic ductility amplitude, and the other is based on the dissipated hysteretic energy. Both methods can consider the maximum ductility and the cyclic behavior of structural response. The validity of two damage methods has been examined for single degree of freedom structures with various natural frequencies against two different earthquake excitations.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.148-149
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• 2014

In modern society, population overcrowding and concentration of facilities are happened because of the concentration on to city. So this phenomenon demands improvement of material's performance, technical development of structure analysis and design and improvement of constructing ability .High strength concrete has some merits. High strengthening makes the cross section reduced, and that cause decrease of structure weight. And using high durable and superplasticizer promote liquidity, thus high quality concrete can be produced. Because of these advantages, this study is for showing validity of using it by compression/tensile strength experiment. As this experiment's result, when concrete become stronger, interface intensity coefficient between cement and aggregate is different and they don't adhere to each other. So there is brittle failure. Fragility factor also steadily increase with strong concrete, it tells high strength concrete has problem. Therefore the sources used in high strength concrete like cement and aggregate must have great quality. So the source's performance must be supervised well because their quality decides performance criteria.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.443-444
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• 2010

본 연구에서는 공동주택 공기단축이 가능한 조강형 콘크리트의 양생이력 변동에 따른 조기강도 예측식을 이용하여, 실구조물에서의 거푸집 탈형시기 결정에 활용할 수 있음을 확인하였다.

• 한국정밀공학회지
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• 제20권10호
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• pp.208-217
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• 2003

In order to construct the extrusion die surface of T -shaped sections, an automatic surface construction method based on NURBS surface and area mapping method is proposed in the present work. In the present study, a center point for area mapping is determined by introducing the mapping concept based on constant area proportionality between original billet and final product. The characteristic points of inlet profile are determined using the traditional area mapping method and the root finding numerical method. The inlet and outlet profiles are precisely described with NURBS curves using the characteristic points of entry and exit sections. For the construction of NURBS surface, an interpolation method for the pre-determined two section curves has been developed to be used in the generation of interior control points and weights. To show the validity of the proposed method, automatic die surface generation is carried out for the T-shaped section and T-shaped section with rounded corners.