• 제목/요약/키워드: Effect of complex buildings

검색결과 83건 처리시간 0.028초

트윈 빌딩의 적합 직교 분해 기법을 이용한 풍하중 및 풍응답 평가 (Evaluating Wind Load and Wind-induced Response of a Twin Building using Proper Orthogonal Decomposition)

  • 김법렬
    • 한국전산구조공학회논문집
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    • 제31권6호
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    • pp.309-314
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    • 2018
  • 트윈 빌딩의 풍하중의 특성과 구조적 특성은 일반 고층건물보다 복잡하다. 이러한 특성을 조사하기 위해서 풍동실험을 통해서 트윈 빌딩의 풍압을 계측하였다. 계측된 데이터와 적합 직교 분해 기법을 이용하여 풍압의 패턴을 파악하였다. 1차 모드에서는 채널링 효과가 2차 모드에서는 와류 효과가 나타났다. 또한, 두 빌딩의 하중의 상관관계를 파악하였는데, 풍 방향 하중은 양의 상관관계를 가지며, 풍 직각 방향의 하중은 명확한 상관관계가 나타나지 않았다. 이러한 상관관계는 횡 방향 변위에도 영향을 미쳤다. 양의 상관관계를 가지면 트윈 빌딩을 연결하는 구조부재의 영향이 적게 작용한 반면에 음의 상관관계를 가지면 연결 구조부재의 영향이 횡 방향의 변위를 줄이는데 큰 영향을 미치게 되었다.

건물영향을 고려한 GIS기반 도시침수해석 모형 (GIS-based Urban Flood Inundation Analysis Model Considering Building Effect)

  • 이창희;한건연
    • 한국수자원학회논문집
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    • 제40권3호
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    • pp.223-236
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    • 2007
  • e o최근에 들어 도시지역에서는 국지성 집중호우에 의한 홍수피해가 증가하고 있다. 심지어 우수설비 시스템이 비교적 잘 갖추어진 개발 지역에서도 기존의 우수설비시스템의 용량이 초과되어 큰 침수피해가 발생하고 있다. 이로 인해 건물, 공공기반시설 등 재산 및 인명 등에 있어 많은 피해를 야기하고 있으며, 도로의 침수는 운송 시스템의 기능에 문제를 일으키게 되어 도시의 산업과 기능을 마비시킨다. 이러한 도시지역 홍수에 대비하여 도시지역의 복잡한 지형 형상과 인위적 배수시스템을 함께 고려하여 해석할 수 있는 적절한 침수해석모형이 필요하다. 본 연구에서는 배수시스템 해석 모형인 SWMM모형과 도시침수해석 모형인 DEM 기반 침수해석모형을 통합하고, 두 모형간의 유량의 전송과정을 수리학적 관계를 고려한 이중 배수(Dual-Drainage) 개념에 의한 도시침수해석모형을 이용하였다. 본 연구에서는 이중배수 침수해석모형을 수정하여 건물의 영향을 고려할 수 있도록 구성하였다. 본 모형의 개발로 침수상황의 시간별 진행과정을 분석함으로써 도시홍수에 대한 침수위험지점 파악 및 홍수 취약지점에서의 긴급대피 계획수립 등에 활용될 수 있을 것으로 판단된다.

건물의 형상이 안전사고에 미치는 영향분석에 관한 기초연구 (A Basic Study on Analysis of the Impact of Building Shape on Safety Accidents)

  • 손승현;김지명;안성진;한범진;나영주;김태희
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
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    • pp.27-28
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    • 2022
  • There is a limit to preventing various types of safety accidents in advance at construction sites. Even for buildings of the same total floor area, it is expected that the more complex the building shape or the higher the number of floors, the higher the probability of a safety accident. Therefore, it is necessary to analyze the effect of the shape of a building on safety accidents using safety accident data generated during actual construction. The purpose of this study is to analyze the impact of building shape on safety accidents. As a result, the R2 value of shape factor and safety accident was 0.901, and the R2 value of construction difficulty and safety accident was 0.944. In the future, the results of this study will be used as basic data for improving safety management related systems.

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Spatial and temporal distribution of driving rain on a low-rise building

  • Blocken, Bert;Carmeliet, Jan
    • Wind and Structures
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    • 제5권5호
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    • pp.441-462
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    • 2002
  • This paper presents a practical numerical method to determine both the spatial and temporal distribution of driving rain on buildings. It is based on an existing numerical simulation technique and uses the building geometry and climatic data at the building site as input. The method is applied to determine the 3D spatial and temporal distribution of wind-driven rain on the facade a low-rise building of complex geometry. Distinct wetting patterns are found. The important causes giving rise to these particular patterns are identified : (1) sweeping of raindrops towards vertical building edges, (2) sweeping of raindrops towards top edges, (3) shelter effect by various roof overhang configurations. The comparison of the numerical results with full-scale measurements in both space and time for a number of on site recorded rain events shows the numerical method to yield accurate results.

고층집합주택 외벽 색채가 가로경관에 미치는 영향에 관한 연구 -광주광역시 고층정합주택단지를 중심으로- (A Study on the Color of Apartment Building Outer Wall Effecting in Streetscape -Focused on Highrize Housing Complex in Gwangju-)

  • 박성진;하주아;이청웅
    • 한국주거학회논문집
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    • 제15권5호
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    • pp.33-41
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    • 2004
  • This study examined the effect of the main color of apartment building as background color on the preference for residential streetscape in the relation with surrounding environment of streetscape with its focus on the color of apartment building outer wall. To research a visual evaluation structure, this study aimed to understand its characteristics through quantitative assay and to provide more scientific and specific data about improvement direction. The results suggested that the current brightness and chroma of main color of apartment building was high and low respectively which was advisable. On the other hand, in the color, when the components of the whole streetscape included buildings or soundproofing walls, a streetscape image needed to be improved though the color scheme of 4-distance color difference.

건물 풍력발전을 위한 집풍장치 성능 연구 (Performance Study of Wind Augmentation Device for Building-integrated Wind Power)

  • 신재렬;박재근;김한영;김대영
    • 한국유체기계학회 논문집
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    • 제15권4호
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    • pp.42-49
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    • 2012
  • This study is performance estimation of wind augmentation device for BiWP(Building-integrated Wind Power) which recently attracts attention as a local power. various structures are installed on a rooftop of residential complex buildings. Changing a profile of these, we designed a configuration that is able to capture much air and increase exit velocity. To estimate wind augmented effect of this device, we compared numerical analysis results with wind tunnel test results. Results show that exit velocity is increased from 24% to 60% by wind augmented device on a rooftop of building.

크레인 관련 중대재해사례를 통한 재해 유형 및 원인 분석 (An Analysis of the Accident Types and Causes of Construction Cranes)

  • 김홍현;이강
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2007년도 춘계학술논문 발표대회
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    • pp.109-112
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    • 2007
  • As buildings become higher, larger, and more complex, safety issues for construction workers working at such environments become more important. We analyzed 140 critical accident cases reported to the KOSHA(Korea Occupational Safety & Health Agency) for construction cranes and lifts by types of cranes and by patterns of accidents and causes. By finding out the accident's types and causes, we expect to develop an efficient measure for preventing similar accidents in the near future. The cases will be studied further and reexamined using the FMEA(Failure Mode and Effect Analysis) as a quantitative analysis method.

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장수명주택의 지하공간활용 최적화 구조계획기법 (Optimum Structural Planning of the Underground Space Utilization in the Long-Life Housing)

  • 강지연;김형근;조민주
    • 한국공간구조학회논문집
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    • 제17권1호
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    • pp.85-92
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    • 2017
  • The objective of this paper is to suggest structural design for the long-life housing apartment complex to save the construction cost. The key is to use unavailable underground space due to bearing walls or bad configuration of columns in apartments as the parking space. Therefore, the structural plan of apartment buildings considering the parking section in the underground should be designed. After analytical resutls of three cases, it is significant effect in saving construction cost.

자동 정유량 온도조절밸브의 스프링 길이가 밸브 용량에 미치는 영향 (Spring Length Effect on the Flow Capacity of automatic Flow-Temperature Control Valve)

  • 유선학;강승덕;박경암
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 2003년도 유체기계 연구개발 발표회 논문집
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    • pp.174-177
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    • 2003
  • The automatic temperature control valve is used to control the flow rate of heating water in the large apartment complex and buildings. It is important to have simillar heating flow rate in the apartments, even though the apartment is top or bottom floors. To achieve those purposes, the automatic flow-temperature control valve was developed. The perfromance of this control valve is effected by the catridge shape and spring length. The flow capacity of this control valve is obtained with the different shape of catridges and with change of spring length.

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Implementation of bond-slip effects on behaviour of slabs in structures

  • Mousavi, S.S.;Dehestani, M.
    • Computers and Concrete
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    • 제16권2호
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    • pp.311-327
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    • 2015
  • Employing discrete elements for considering bond-slip effects in reinforced concrete structures is very time consuming. In this study, a new modified embedded element method is used to consider the bond-slip phenomenon in structural behavior of reinforced concrete structures. A comprehensive parametric study of RC slabs is performed to determine influence of different variables on structural behavior. The parametric study includes a set of simple models accompanied with complex models such as multi-storey buildings. The procedure includes the decrease in the effective stiffness of steel bar in the layered model. Validation of the proposed model with existing experimental results demonstrates that the model is capable of considering the bond-slip effects in embedded elements. Results demonstrate the significant effect of bond-slip on total behavior of structural members. Concrete characteristic strengths, steel yield stress, bar diameter, concrete coverage and reinforcement ratios are the parameters considered in the parametric study. Results revealed that the overall behavior of slab is significantly affected by bar diameter compared with other parameters. Variation of steel yield stress has insignificant impact in static response of RC slabs; however, its effect in cyclic behavior is important.