• Title/Summary/Keyword: wall-frame

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Energy demand analysis according to window size and performance for Korean multi-family buildings

  • Huh, Jung-Ho;Mun, Sun-Hye
    • Architectural research
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    • v.15 no.4
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    • pp.201-206
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    • 2013
  • Special attention is required for the design of windows due to their high thermal vulnerability. This paper examines the problems that might arise in the application of the u-value, by reflecting the changes in the u-value of the window, depending on the window-to-wall ratio obtained in an energy demand analysis. Research indicates that the u-value of a window increases with an increase in the difference between the u-values of the frames and the glass. Relative to the changes in the u-value of the windows, the energy demand varied from 1.3% to 9.3%. Windows with a g-value of 0.3 or 0.5 displayed a higher energy demand than windows with a g-value of 0.7. Therefore, when the difference between the performance of the glass and the frame is significant, especially when the g-value is small, a modified heat transmission coefficient should be applied to the window size during the evaluation of the building energy demand.

Efficient Optimum Design of Reinforced Concrete Structures using the Mixed-Discrete Optimization Method

  • Kim, Jong-Ok
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.39 no.2
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    • pp.32-43
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    • 1997
  • Abstract A series of permeability tests was performed on the mixtures with specific mixing rates of sand and bentonite using modified rigid-wall permeameter. Sand-bentonite mixtures were permeated by organics, ethanol and TCE. Permeability of bentonite with several mixing rates had a tendency to decrease up to initial one pore volume and permeability was thereafter converged to a constant value. When sand-bentonite mixtures was permeated by water, permeability was decreased at the beginning but it was thereafter converged to a constant. Among several mixing rates, permeability was greatly decreased at 15% of mixing rate. When sand-bentonite mixtures with 15% mixing rate was permeated by ethanol, permeability was about 10 times larger value than permeability of water. Peameability was shown greater values when permeated by TCE (TrichloroEthylene) followed by ethanol. Suitable mixing rate of sand-bentonite for a liner of waste landfills was detected.

A Study on the Flow Characteristics Around an Axial Fan of Rotary Burner (로터리 버너의 축류형 팬 주위 유동특성 연구)

  • Ko, D.G.;Cho, D.J.;Yoon, S.J.
    • Journal of ILASS-Korea
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    • v.8 no.1
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    • pp.1-8
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    • 2003
  • The flow analysis of the axial fan of rotary burner was performed by SIMPLE(Semi Implicit Method for Pressure Linked Equations) algorithm and finite volume mothod performed in the case of 3-D, incompressible, turbulent flow. In this study, the coordinate transformation was adapted for the complex geometry of axial fan, and the standard $k-{\varepsilon}$ model and wall function method were used for analysis of turbulent flow. Multi-block grid system was used for flow field and divided into four domains such as the inlet, outlet, flow field of rotating vane, and tip clearance. Fan rotation was simulated by rotational motion using MRF(Multiple Rotating Reference Frame) in steady, incompressible state flow.

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Seismic Performance Evaluation of Existing Buildings Using Equivalent Double Diagonal Strut Model for Corrugated Steel Plate Walls (파형강판벽의 등가 양방향 대각 스트럿 모델을 이용한 기존 건물의 내진성능 평가)

  • Lee, Chang-Hwan;Son, Joo-Ki
    • Journal of Korean Association for Spatial Structures
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    • v.20 no.1
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    • pp.87-94
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    • 2020
  • A corrugated steel plate wall (CSPW) system is advantageous to secure the strength and stiffness required for lateral force resistance because of its high out-of-plane stability. It can also stably dissipate large amounts of energy even after peak strength. In this paper, a preliminary study has been carried out to use the CSPW system in the seismic retrofit of existing reinforced concrete (RC) moment frame buildings. The seismic performance for an example building was evaluated, and then a step-by-step retrofit design procedure for the CSPW was proposed. An equivalent analytical model of the CSPW was also introduced for a practical analysis of the retrofitted building, and the strengthening effect was finally evaluated based on the results of nonlinear analysis.

Seismic Performance of Reinforced Concrete frame with masonry waist-high wall. - Focused on retrofit method using Honeycomb System - (철근콘크리트 프레임 면내 조적 허리벽의 내진보강성능 - 하니컴 시스템을 적용한 보강방법을 중심으로 -)

  • Shin, Jae-Sang;Park, Hong-Wook;Cho, Seung-Ho;Lee, Sang-Hyun;Chung, Lan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.107-108
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    • 2009
  • This is an experimental study on using the Honeycomb System show you the method of increasing ability of ductility and shear strength seismic performance to reinforced concrete column and masonry waist-high wall.

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A Study on the Improvement of Energy Performance in School Buildings (학교건물의 에너지 성능개선에 관한 연구)

  • 박진철
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.16 no.1
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    • pp.54-61
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    • 2004
  • The purpose of this study is to improve of energy performance in school buildings. Many building renovations have mainly focused on commercial buildings and houses, but school buildings have no attention in this field although there are many buildings that show degraded energy performance and there are many old fashioned buildings which need renovation. This study was carried out through the survey, field study, energy simulation and life cycle cost analysis. The results of this study can be summarized as follows: In model building, large amount of heat were lost at the building envelope, such as non-insulated skins, window-sills and window-frame joints. According to the simulation result, about 15% of heating energy is saved by the insulating works compared to pre-renovation condition. Also, LCC analysis revealed to be more effective to select a exteria wall insulation such as a dryvit system.

A Field Investigation of Defect Type for Development of Maintenance Manual of Han-ok (한옥 유지관리매뉴얼 개발을 위한 결함 유형 현장 조사)

  • Lee, Jong Shin;Choi, Gwang Sik;Yang, Jeong Moo
    • Journal of the Korea Furniture Society
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    • v.24 no.3
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    • pp.302-308
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    • 2013
  • To collection of field data for development of maintenance manual of Han-ok, we investigated defects which occurred in members of Han-ok by field investigation. The noticeable defects were wood cracks, gaps that developed between wood pillar and wall or wood window frame and tenon joints. The most common biological defect was blue stain which was created in log. The mold generation was observed on exterior wood and wall which get wet by precipitation. The gaps between members of Han-ok pointed out as defect that is urgently improved by residents of Han-ok. The reason is mainly due to poor of insulation in winter by bad confidentiality. The maintenance work of defect such as gap was conducted personally. As a result, the repair parts were ugly for unfamiliar repair work.

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Numerical Study of the Butting Process for a AZ31B Magnesium Alloy Tube (마그네슘 합금(AZ31B) 버티드 튜브 성형 공정 해석)

  • Han, S.S.;Lee, M.Y.
    • Transactions of Materials Processing
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    • v.22 no.8
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    • pp.486-491
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    • 2013
  • A numerical investigation of the butting process for an AZ31B magnesium alloy tube at elevated temperatures was conducted to develop a double-butted magnesium alloy tube. As a result of the current study, it was found that the amount of doming of the tube end, prior ironing-extrusion to obtain high wall thickness reduction are important factors for the butting process of magnesium alloy tubes. There is also a limitation of the thickness profile of butted tube due to buckling of tube wall during the stripping stage.

Capacities and Failure Modes of Transfer Girders in the Upper-Wall and Lower-Frame Structures having different Detailing (주상복합구조의 전이보 상세에 따른 성능과 파괴모드)

  • 이한선;김상연;고동우;권기혁;김민수
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10b
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    • pp.845-850
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    • 2000
  • This paper presents the results of tests performed on the transfer girders which have been generally used between upper walls and lower frames in the hybrid structures. The 8 specimens were designed using (1) ACI method, (2) strut-tie model, and (3) X-type shear reinforcement cage. The capacities of the specimens are in general larger than the design values except the one designed according to strut-tie model. The reason for this difference seems to be due to the arbitrary allocation of transferred shear force to the path of direct compression strut and the path of indirect strut and tie. The failure modes turn out toe be (1) shear failure at critical shear zone, (2) compressive concrete crushing in the diagonal strut in the shear zone of transfer girder, and (3) compressive concrete crushing in the corner of upper wall.

Structural Performance of Cast-In-Place Infill Wall Frames using High Performance Fiber Reinforced Cement Composites (고인성 시멘트 복합재료를 사용한 현장타설 끼움벽 골조의 고조성능)

  • Lee Hye Yeon;Kim Sun Woo;Park Wan-Shin;Lee Gab-Won;Choi Chang Sik;Yun Hyun-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.275-278
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    • 2005
  • High performance fiber reinforced cement composites(HPFRCCs) is a class of high ductile fiber reinforced cementitious composites developed for applications in the sensitive construction industry. HPFRCCs has undergone major evolution in both materials development and the range of emerging applications. This paper is to evaluate structural strengthening performance of LRCF(Lightly reinforced concrete frame) using the HPFRCCs. The experimental results, as expected, show that the crack load, yield load, and limited load are superior for specimen with HPFRCCs infill wall due to crosslink effect of fibers in concrete.

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