• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1254-1259
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• 2009

The purpose of this study is to analyze elemental maintenance costs for educational buildings. The adapted research method selected three school buildings in Seoul as BTL projects. On the basis of the selected case, the study suggested a model to establish a system for each parts and to estimate analyzed maintenance costs through that system. According to the analysis, the study proposed a partial maintenance costs standard and analyzed proper maintenance costs. The results of this study are as follows 1) The system is divided into 8 large-groups and 24 small-groups for the analysis elemental maintenance costs. 2) The average rations followed by analysis of partial maintenance costs of the three school buildings are as followings, the total maintenance costs are analyzed 3,992 million won and each part of average rations is exterior of building 10.9%, interior of building 41.58%, electricity & fire fighting facility 14.22%, water supply & healthy facility 11.39%, heating & water supply facility 12.93%, landscape 6.3%, civil engineering works 2.69%.

• 한국조경학회지
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• 제21권4호
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• pp.69-82
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• 1994

The purpose of this study is to estimate the probable period of the planting work in consideration of weather factors. The impact degree of weather factors on the control of planting schedule was measured by the possible working days on the basis of weather condition. To establish the weather standard, the researcher analyzed the questionnaires on the manager of planting work and also the meteorological data for 10 years(1983-1992) in Seoul. The results are as follows; $\circled1$ The possible period of the planting work is from March 17 to May 18 Spring and from September 26 to December 15 in Autumn during a year. $\circled2$ The problem working days of the planting work(106-130) days per year) are less than the building construction days(174 days per year), because of handling the living material of plants, specially in summer and winter.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1359-1364
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• 2008

In these days, the composite material is popular as a material of Retaining wall because of the advantages of economy and construction. In general, retaining wall is not estimated for the stability of structure, but some of retaining walls that are composed of composite materials became thin because of the highly dense materials. So the concern of shear failure for the structure is rising. Because standard test criterion and large scale tests equipment are rarely available, few studies are performed. So, in this study, we performed large scale direct shear tests for various confining stresses(147, 294, 441 kPa), and estimate shear behavior of composite material by the relation of shear stress - displacement and vertical - shear displacement.

• Geomechanics and Engineering
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• 제3권4호
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• pp.323-337
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• 2011

Israel's coastal region consists, mainly, of Pleistocene and Holocene sands with varying degrees of calcareous cementation, known locally as "kurkar". Previous studies of these materials emphasized the difficulty in their geotechnical characterization, due to their extreme variability. Consequently, it is difficult to estimate construction stability, displacements and deformations on, or within these soils. It is suggested that SPT and Menard pressuremeter tests may be used to characterize the properties of these materials. Values of elastic modulus obtained from pressuremeter tests may be used for displacement analyses at different strain levels, while accounting for the geometric dimensions (length/diameter ratio) of the test probe. A relationship was obtained between pressuremeter modulus and SPT blow count, consistent with published data for footing settlements on granular soils. Cohesion values, for a known friction angle, are estimated, by comparing field pressuremeter curves to curves from numerical (finite element or finite difference) analyses. The material analyzed in the paper is shown to be strain-softening, with the initial cohesion degrading to zero on development of plastic shear strains.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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• pp.207-214
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• 2001

In Korea, the multi-dwelling residential buildings are most popular housing system that is reinforced concrete shear wall system. However, the serviceability and safety of the system have been decreased because of the errors in design or construction and inadequate maintenance. In addition the safety of the system cannot be evaluated reasonably because the system is analyzed by the deterministic approach. Therefore, this study is aimed to analyze reinforced concrete shear walls by the reliability approach considering uncertainty based on the probability theory. In this study, a reliability analysis program using MATLAB is developed by combining AFOSM and Sampling Method for the reinforced concrete shear walls within feasible design area. The reasonable reliability index β of ultimate limit states for RC shear walls are calculated automatically using this developed program with the measured data those have means and standard deviations in the field. The ultimate states are compression failure, tension failure, governing compression, and governing bending of the reinforced concrete shear walls respectively. To estimate the safety of the system using developed program can be used to predict residual life-time of the system.

• 한국지반공학회논문집
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• 제23권5호
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• pp.111-129
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• 2007

SDA매입말뚝의 지지성능이 잘 발휘될 수 있는 표준시공법에 대한 매뉴얼을 정리하여 제시하였다. 또한 전국 33개 현장에서 SDA매입공법으로 시공한265개 시험말뚝에 대하여 405회의 동재하시험과 30회의 정재하시험을 시행하였다. 말뚝재하시험 결과 SDA매입말뚝의 선단지지력은 지층의 조건에 따라 차이가 있었으며 여러 설계기준에 제시된 기존의 지지력 산정식으로 산정한 값과 차이가 있었다. 말뚝재하시험 결과에 근거하여 지지지반의 종류별로 SDA매입말뚝의 단위선단지지력을 정량적으로 계산할 수 있는 네 개의 식을 제안하였다. 토사층과 풍화암반에 지지되는 말뚝의 단위선단지지력은 표준관입시험의 N치와의 상관식으로 나타낼 수 있었으며, 기반암 위의 단위선단지지력은 1500 $tf/m^2$ 이상 되는 것으로 나타났다. 이들 제안식을 기존의 표준시방서에 제시되어 매입말뚝설계에 적용되는 기존의 식들과 비교 고찰하였다. 이들 제안식을 사용하기 위해서는 표준관입시험의 정밀도를 높여야하며, 현장에서 시험시공과 재하시험을 시행하는 것이 바람직하다.

• 한국조경학회지
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• 제30권3호
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• pp.1-11
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• 2002

The purpose of this study is to construct an evaluation criteria based on the relative importance and various combinations of each evaluation index and then to appraise urban biotope in terms of nature experience and recreation. After the standard of evaluation had been developed through the review of existing literature, the relative importance of the evaluation index through expert survey was determined, and the evaluation model to assess biotope value was established. The results of this study are as follows; 1) We have constructed the seventeen evaluation criteria through literature reviews, and have provided relative importance to each evaluation index of the natural in biotope, the diversity of landscape patterns, the appearance-existence of water space, the special landscape elements, and the access based on the results of expert survey. and then we have constructed an evaluation system using the relative importance criteria. 2) To evaluate urban biotope using the evaluation system constructed, we selected 14 sites. The final evaluation results of each site is as follows; The first grade areas are the water space with semi-natural style in front of Gangchon Woobang apartments, the forest zone near Page Temple at Mt. Palgong, the edge area of Jisan and Gosan and the tendril yard against Anshim middle school. The second grade areas are Hyomyung elementary school, the farm land behind the third Anshim Jugong apartment, Ehyun put and the swampy land in front of the Kangchon and Anshim construction site. The third grade areas are Seohan and Hwasung high-rise apartments at Beummul-Dong, the Korea Manpower Agency in the Sungseo industrial zone, and the adjacent area of St. Tongil. The only fourth grade area is the commercial zone near Taegu Department Store. 3) It is highly useful to evaluate urban biotope using the evaluation criteria constructed for this research, the evaluation criteria we developed may be difficult to encompass all expert opinion and the period of space-formation is difficult to estimate urban biotopes. In the future, it is necessary to gather the basic data suitable to estimate biotope and it is necessary to develop detailed evaluation criteria applicable to estimate every biotope that has specific property.

• 대한토목학회논문집
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• 제28권1D호
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• pp.73-81
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• 2008

향후 국내의 주택건설 산업은 신규 택지개발에 의한 주택공급 방식보다는 기존 주택의 재개발 및 재건축에 더 큰 비중을 둘 수밖에 없으며, 현재 그러한 추세가 급속하게 확산되고 있다. 또한 재고주택 중 공동주택이 50% 이상을 차지하고 있으며, 이들의 유지보수, 리모델링 및 재건축은 주거지의 슬럼화 방지, 건물성능 저하에 따른 재난방지 등을 위하여 반드시 필요한 분야가 되었다. 따라서 이러한 재개발 재건축 등의 활성화로 인하여 도심지 해체공사가 증가함에 따라 건설폐기물의 발생량이 대폭 증가하고 있다. 따라서 건설폐기물의 적정관리는 매우 중요한 사항이 되어 가고 있으나, 발생 폐기물을 정확히 예측하기 위한 연구가 부족하였다. 따라서 본 연구에서는 공동주택의 해체물량을 정확히 예측할 수 있는 건설폐기물 원단위 산정 기준을 제시한다. 이것은 해체공사시 발생 가능한 건설폐기물을 손쉽고 정확히 예측할 수 있으며, 이것은 국가 폐기물 정책에 매우 중요한 자료로 활용될 수 있을 것이다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2008년도 정기학술발표대회 논문집
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• pp.432-435
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• 2008

건설공사의 품질을 확보하고 예산의 절감을 도모하는 등 건설 프로젝트의 성공 여부를 판단하기 위해서는 객관적인 평가지표와 그에 대한 투명성 확보가 필요하다. 건설부문을 포함한 공공사업의 경우 대규모 예산투입이 이루어지고 있지만 그 결과물로 인한 편익을 산정하기 어려울 경우가 많아 공공사업의 효율성과 효용성이 떨어진다고 인식되고 있다. 따라서 본 연구에서는 500억 원 이상의 공공공사 중 사후평가를 실시하는 시설물에 대한 소비자 만족도를 정량화하는 것을 범위로 하여, 공공공사 사후평가 시 체계적이고 정량적인 측정이 가능할 수 있도록 주민 호응도와 사용자 만족도 항목을 중심으로 하는 사후평가 측정기준을 제안하고자 한다.

• 한국건설관리학회논문집
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• 제13권1호
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• pp.44-52
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• 2012

합리적인 방법에 의해 결정된 건설 공사비를 포함하여 계약을 체결하는 것은 공공 건설공사의 사업비 관리 측면에서 매우 중요하다. 국내에서는 건설 공사비를 산정하는 기준으로 표준품셈이 사용되고 있지만, 표준품셈에서 제시하는 품의 적정성에 대해서 문제가 제기되고 있으며, 현장의 자원 투입량과 품셈에서 제시하는 자원 투입량의 차이로 합리적이고 효율적인 공사비를 산정하는데 어려움이 있다. 본 연구에서는 건설 공사비를 합리적으로 산정하기 위하여, 공동주택 거푸집 공사의 생산성 분석을 통한 작업조 기반의 Cost Data Prototype을 제시하였다. 특히, CYCLONE 모델은 민감도 분석을 통해 최적의 작업인원을 제시하는 모델이므로, 거푸집 공사의 다양한 작업공간과 작업인원을 대상으로 생산성을 분석할 수 있는 도구로 활용이 가능하다. 그리고 개발된 회귀식은 거푸집 공사의 작업인원을 독립변수로 하여, 필요한 작업량을 종속변수로 예측하는데 활용이 가능할 것이다.