• Title/Summary/Keyword: Size of Building

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A Study on the Interrelation of Architectural Composition and Type of Windows and Doors of the Main Buddhist Halls in Chosun Dynasty (조선시대 불전의 건축적구성과 창호형식의 관련성 연구)

  • 곽동엽
    • Journal of the Korean housing association
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    • v.10 no.4
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    • pp.11-21
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    • 1999
  • The purpose of this study is to analyze the interrelation of architectural composition and type of windows and doors in Korean traditional architecture. Windows and doors type, in Korean traditional architecture, is one of the important element which used to playa great role in building's physical fasade, so that used to subjected the building as a whole. In this study, the investigations on the totally 88 Korean Buddhist Temples are made, and the analysis are made according to the physical size of buildings (length and height of JUGAN), composition of JUGAN, and existence of RUGAK. The result of this study indicates that there are outstanding typical differences of traditional windows and doors in advance to variation in the physical size of building, though there are numerous interrelation between typical differences of traditional windows and doors and composition of building as a whole.

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A Case Study on Construction Cost Reduction of Large-size Building Foundation using Bi-directional High Pressure Pile Load Test(BDHPLT) (양방향 고유압 말뚝재하시험을 이용한 대형건축물 기초의 공사비 절감에 관한 사례 연구)

  • Kim, Nam-Il;Kim, Sang-Il;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.518-525
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    • 2009
  • The bi-directional high pressure pile load test(BDH PLT) which is a kind of pile load tests was conducted to find out a reasonable design procedure of large-diameter drilled shafts of large-size building structures. The behaviors of bearing capacity and settlement of the large-diameter drilled shafts were analyzed and the results obtained from BDH PLT were also compared with those obtained from the equations suggested in the specification. In case of the reasonable design procedure adopted, the construction cost could be saved at least 15 ~ 28%. It could be concluded that BDH PLT should be needed for the foundation construction cost reduction of the high-rise building structures.

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A Case Study of Electricity Usage Monitoring for Deterioration and Economic Analysis of Main Equipment in University Laboratory

  • Park, Jun-Young;Lee, Chun-Kyong;Park, Tae-Keun
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.706-707
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    • 2015
  • Our country is aiming at 30% reductions in building energy consumption accounting for 39% of the total energy consumption by 2020[1]. For this purpose, the government is developing and applying the Building Energy Management System (hereinafter, referred to as "BEMS", Smart plug, etc.) while the researches on new renewable energy development. BEMS, which is applied with focus on large buildings, is inducing energy management of the entire building through energy measurement and data management, but considering its economic efficiency, it's very difficult to apply BEMS to small & medium-size buildings. Hereupon, this study intends to implement the case analysis of deterioration and economic efficiency of major equipment in buildings on the basis of electricity consumption which has been measured targeting small & medium-size buildings for a certain period by taking into account that equipment deterioration is a contributor to the increase in energy consumption.

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The criterion Decision of Map Generalization for building by Human Vision (휴먼비전에 의한 건물의 지도일반화 기준결정)

  • Park, Kyeong-Sik
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.27 no.1
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    • pp.735-742
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    • 2009
  • National Geographic Institute recently has produced a national paper map by means of a computer aided editing system using a national digital map 2.0. However, the map generalization should be made due to the portrayal difference between the digital map and the paper one and the criterion of the map generalization should be determined by the visual image. The tolerance limit of the map generalization has to be decided based on human vision. For this purpose, this study attempts to measure the size of the building on various scale map and then analyze its result. As a consequence, this study shows us that the building size eligible for human vision should be over 0.4mm in the short side of building on the map. The tolerance limit of an isolated building, a reduced building and a densely built-up area for the map generalization is based on the criterion mentioned above.

Effects of Particle Size Distribution of CaHPO4·2H2O on Self-hardening Bone Cement

  • Hwang, In-Soo;Cho, Sang-Hwan;Lee, Jong-Kyu
    • Journal of the Korean Ceramic Society
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    • v.40 no.8
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    • pp.730-734
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    • 2003
  • This research examined the effect, which it follows in particle size distribution change of CaHPO$_4$ㆍ2$H_{2}O$ (DCPD). We used two kinds of compositions; tetracalcium phosphate (TTCP)/dicalcium phosphate dihydrate (DCPD) composition and $\alpha$-tricalcium phosphate ($\alpha$-TCP)TTCP/DCPD composition. As the result, the mean particle size of the DCPD decreased, the setting tine shortened at all compositions. The reference powder (DR), which did not milling, showed about 2 times strength value compared with other milling sample. Especially, the compressive strength of 60 : 20 : 20 sample (DR(do$_{0.5}$)=12.08 $\mu\textrm{m}$) after curing 7 days in simulated body fluid solution was 40$\pm$0.5 MPa, which was the highest. This resulted from the packing density at $\alpha$-TCP/TTCP/DCPD combination.

Regional Seismic Risk Assessment for Structural Damage to Buildings in Korea (국내 건축물 지진피해 위험도의 지역단위 평가)

  • Ahn, Sook-Jin;Park, Ji-Hun;Kim, Hye-Won
    • Journal of the Earthquake Engineering Society of Korea
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    • v.27 no.6
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    • pp.265-273
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    • 2023
  • This study proposes a methodology for the regional seismic risk assessment of structural damage to buildings in Korea based on evaluating individual buildings, considering inconsistency between the administrative district border and grid lines to define seismic hazard. The accuracy of seismic hazards was enhanced by subdividing the current 2km-sized grids into ones with a smaller size. Considering the enhancement of the Korean seismic design code in 2005, existing seismic fragility functions for seismically designed buildings are revised by modifying the capacity spectrum according to the changes in seismic design load. A seismic risk index in building damage is defined using the total damaged floor area considering building size differences. The proposed seismic risk index was calculated for buildings in 29 administrative districts in 'A' city in Korea to validate the proposed assessment algorithm and risk index. In the validation procedure, sensitivity analysis was performed on the grid size, quantitative building damage measure, and seismic fragility function update.

Evaluating Users' Occurrences Number and Interaction of Maintenance Management Personnel's Response for Mechanical Defects Complaint in Complex Building (복합건물에서 사용자의 기계결함민원 원단위 및 유지관리조직 대응의 상호작용 평가)

  • Kwak, Ro-Yeul
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.3
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    • pp.95-102
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    • 2018
  • In order to understand interaction between building users' occupant performance and building maintenance performance of maintenance management personnel, actual data from maintenance activities of buildings were analyzed. Also, using building defect customer complaint data reported by building user, satisfaction data on building maintenance services of building users and service response time of maintenance management personnel, a method for evaluating interaction of buildings with the same purpose and same size was proposed. Throughout analysis, average number of occurrences per unit area per year for the mechanical complaints in complex building were presented. In addition, using building users' satisfaction with facility management services, attitude of responding to business obstacles, number of occurrences per unit area per year of mechanical complaints and complaint processing speed, interaction was comprehensively identified and compared.

A Study on the Characteristics of Area and Spatial Elements Based on the Building Size of Childcare Center (보육시설 평면사례분석을 통한 시설규모별 소요실 및 면적특성 분석)

  • Park, Jung-A;Choi, Mock-Wha;Kim, Young-Aee
    • Journal of the Korean housing association
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    • v.22 no.1
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    • pp.65-73
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    • 2011
  • The purpose of this study is to find out the characteristics of area and spatial elements according to the building size and provide the guidelines for space planning of the child care center. This study used the content analysis method and analysis was made on the floor plans for 51 cases and the floor plans were converted to Autocad drawings to analyze the area. The results of this study were as follows; 1) Child care centers over 70% were single-attached building types which made it possible for creating outdoor environments for children. However, most small-size centers which had under 50 children did not have the facilities for outdoor activities. 2) In terms of spatial elements, the basic spaces of the small-size center were the classroom, bathroom, kitchen, office and reference room. The medium or large size centers had extra rooms for special activities and service spaces in addition to the basic spaces. 3) Classroom area per child was 2.65 m2 on average. Space composition ratio on average for care, staff, and service was programmed by 57%, 9%, 34% respectively. Small-size center had relatively more care space when compared to the others. In the case of large-size centers, there was a tendency that service space was increased, but care space was decreased.

Effect of Maximum Size of Coarse Aggregate on Passing Performance of Concrete between Reinforcing Bars (굵은골재의 최대치수가 콘크리트의 간극통과성에 미치는 영향)

  • Baik Dae-Hyun;Yoon Seob;Kim Jung-Bin;Lee Seong-Yeun;Yoon Ki-Won;Han Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2006.05a
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    • pp.77-80
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    • 2006
  • This study investigated filling performance of concrete which can pass between reinforcing bars and be fully filled, and examined fundamental properties of concrete which is before or after hardened state, in response to maximum size of coarse aggregate. This study was also originally intended to find out one of the method that can improve concrete quality, using crushed coarse aggregate. Test showed that passing ratio of concrete decreased as aggregate site increased and as space between reinforcing bars decreased. In addition concrete using bigger size of coarse aggregate exhibited slightly higher compressive strength and showed lower length change ratio of drying shrinkage.

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