• Title/Summary/Keyword: 건물 높이

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A Comparative Analysis of Terrorism Threat Level of Domestic Tall Buildings and General Buildings through Rapid Visual Screening (Rapid Visual Screening통한 건물 높이별 테러위험도 비교 분석)

  • Song, Jin-Young;Yoon, Sung-Won
    • Journal of Korean Association for Spatial Structures
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    • v.11 no.4
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    • pp.89-99
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    • 2011
  • As the scope of the target of terrorism is recently extending, the danger of domestic terroristic attacks is increasing constantly, and the form of terrorism is changing from hard targets such as significant facilities of the country into soft target of multi-complex buildings such as skyscrapers. Accordingly this study analyzes the terrorism threat level on skyscrapers by comparing the assessment results of the terrorism threat level on skyscrapers and high-rise buildings with the assessment results of the terrorism threat level on low-rise buildings through fema 455 - Rapid Visual Screening. As a result, skyscrapers and high-rise buildings are relatively higher threat rating than consequences and vulnerability rating. This is caused by the fact that the terrorism threat level on skyscrapers is high due to their residents and their national or regional symbolism and visibility

Forage Productivity of Phragmites communis according to Harvest Management in Autumn (가을철 갈대의 수확관리에 따른 이듬 해 조사료 생산성 비교)

  • Seo, Sung;Park, Jin-Gil;Kim, Won-Ho;Kim, Meing-Jooung;Park, Hyung-Soo;Choi, Ki-Choon;Sung, Ha-Guyn;Lee, Joung-Kyong
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.32 no.3
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    • pp.275-284
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    • 2012
  • This study was carried out to determine the harvest management during autumn on the forage production, quality and regrowth of following year of Phragmites communis as native grass. Field experiments were conducted in Ansan and in Cheonan from 2010 to 2011. Forages were cut at 3 cm, 15 cm and 25 cm in height as compared to control (no harvest) in Ansan plots, and forages grown in Cheonan plots were cut at 10 cm and 20 cm in height with control (no harvest). The forages were harvested one time on Oct 7, 2011 in Ansan, and were harvested twice on July 7 and on October 7 in Cheonan. In Ansan, dry matter (DM) yield of control plot the following year were higher than those from harvested plots. In vitro digestible DM (IVDDM) yields, however, were the same: 1,236 kg/ha from control, 1,234 kg from 15 cm cut and 1,241 kg from 25 cm cut plots, except that lower IVDDM yield from 3 cm cut plot than these were observed. Forage quality of control plot was poorer than those of harvested ones. In vitro DM digestibility (IVDMD) and relative feed value (RFV) of control were 39.98% and 65.3, respectively as compared to harvested plots (42.36~46.40% IVDMD and 67.8~72.5 RFV). Yield and quality from Cheonan plots were similar to those from Ansan plots. Annual yield in DM and in CP from control plot were a little higher than those from harvested plots. However, there were no difference found in IVDDM yield between 20 cm cut (5,354 kg/ha) and control (5,178 kg). But IVDDM of 10 cm cut forages was less (4,531 kg). Forage quality scores were better from 20 cm cut, and 10 cm cut plot than control, in order (p<0.05). The quality grades were the 5th and 6th for forages from harvested plots and control plot, respectively. Regrown Phragmites communis from all Cheonan plots ranked the 4th in forage quality. More than 70% of annual yield was observed from the first grown forages. One time harvest per year was desirable for following regrowth and long time stable production of Phragmites communis. We recommended that Phragmites communis be harvested once for more forage yield with higher quality, and that optimum cutting height is 15~20 cm.

Inelastic Behavior of Reinforced Concrete Frame Structure with Shear Strength of Masonry Wall (조적벽의 전단강도를 고려한 철근콘크리트골조의 비탄성 거동)

  • Yoon, Tae-Ho;Kang, Kyung-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.9
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    • pp.4216-4222
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    • 2011
  • In this study the inelastic behavior of the existing school buildings with infilled masonry walls is analysed by pushover method. The shear stiffness and strength of masonry wall is calculated from the prior experimets and verified by inelastic analysis. The height of infilled masonry wall affects the structural behavior. The higher the masonry wall height, the higher the initial shear stiffness and strength of masonry wall. As the cracks are developed, the strength of masonry wall is much decreased. The proposed inelastic analysis method shows similar results with the experiments and can be used as inelastic analysis model of reinforced concrete buildings with infilled masonry walls.

Design Method to Control Wind-Induced Vibration of High-Rise Buildings Using Resizing Algorithm (재분배기법을 이용한 고층건물의 풍응답 가속도 조절 설계기법)

  • Seo, Ji-Hyun;Park, Hyo-Seon
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.5
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    • pp.465-473
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    • 2010
  • As increase of height and slenderness of buildings, serviceability design criteria such as maximum lateral drift and wind-induced vibration level play an important role in structural design of high-rise buildings. Especially, wind-induced vibration is directly related to discomfort of occupants. However, no practical algorithm or design method is available for structural designers to control the acceleration level due to wind. This paper presented a control method for wind-induced vibration of high-rise buildings using the resizing algorithm. The level of vibration due to wind is calculated by well known estimation rules of ASCE 7-02, NBCC 95, SAA83, and Solari method. Based on the fact that the level of wind-induced vibration is inversely proportional to the magnitude of natural periods of buildings, in the design method, natural periods of a high-rise building are modified by redistribution of structural weight according to the resizing algorithm. The design method is applied to wind-induced vibration control design of real 42-story residential building and evaluated the efficiency and effectiveness.

Effects of Cutting Management during Summer Season on Growth and Reserve Carbohydrates of Orchardgrass (고온기 예취방법이 Orchardgrass의 생장 및 탄수화물 축적에 미치는 영향)

  • 김정철;최기춘;김광현;김우복
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.13 no.4
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    • pp.257-267
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    • 1993
  • Optimum pasture management during the summer season is an important factor to maintain good regrowth and persistence of pasture. The field experiment was carried out to investigate the effects of cutting management on growth and reserve carbohydrates in stubble. and on dry matter yield of orchardgrass dominated pasture during the mid-summer season. Three different cutting times(July 15, 25 and August 5) as a main plot and three cutting heights(3, 6 and 10cm) as a sub plot were disigned with three replications. The experiment was done at pasture of Changsung Agricultural High School in 1988. The results obtained were summarized as follows: 1. Temperature of soil surface and underground in the cutting of July 15 and July 25 was not showed significantly different, because of low intensity of radiation with a run of wet weather, and that of August 5 cutting tends to be lowed in high cutting height during the mid-summer season. 2. Amount of soil moisture against cutting height showed that high cutting had a low content. 3. Growth rate against regrowth of plant height, lear length and leaf area showed to be fast in high cutting. 4. Rapid recovery period of carbohydrate content after cutting and large amount of carbohydrate accumulation were showed in the cutting of July 15 and 25 compared with August 5 cutting in the reserve carbohydrate content against cutting of time and height during the mid-summer season. 5. Dry matter yield of the 4th and 5th cutting showed to be remarkable in July 15 cutting compared to those of July 25 and August 5. From the above results, it is suggested that the 10cm cutting height during the mid-summer season is the most effective for good regrowth, reserve carbohydrates and dry matter yield of orchardgrass.

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A Method for Reduction in Ground Turbulence by the Constructions in the Vicinity of Runway (활주로 주변 건물로 인하여 발생되는 Ground Turbulence 감소 방안)

  • Hong, Gyo-Young;Sheen, Dong-Jin
    • Journal of Advanced Navigation Technology
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    • v.13 no.6
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    • pp.820-830
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    • 2009
  • This paper illustrates how simulation modeling can be reduced of ground turbulence by the constructions in the vicinity of airport runway and reports on a cause of ground turbulence using two-dimensional CFD analysis. Interesting result is that the shape in cross-section show the higher ground turbulence than the height of the building. The predicted results confirmed reduction of wind-effect by doing that set up the building with a fence, terraced shape or gap and it can generate turbulence in embryo at this stage. We knows that cross-wind effect in the vicinity of airport runway is highly dependent on the shape of the buildings.

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Simple Model for Preliminary Design of Hexagrid Tall Building Structure (헥사그리드 고층건물구조의 예비설계를 위한 단순모델)

  • Lee, Han-Ul;Kim, Young-Chan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.6
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    • pp.13-20
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    • 2017
  • High-rise building shapes are changing from orthogonal to irregular form and the current trend is to arrange members in geometric grid-patterns at the perimeter of buildings. This study proposes a simple model for the preliminary design of a hexagrid high-rise building. The size of the cross section is set to be different at each module and hexagrid unit, which is different from the previous studies in which all hexagrid members were the same. To examine the effect of hexagrid size on structural performance, 60-story hexagrid buildings with 1-, 2- and 4-story high modules are designed and analyzed. Maximum lateral displacement, steel tonnage, load carrying percentage of perimeter frame and combined strength ratio are compared for 15 buildings. As the lateral load carrying capacity of hexagrid structure was inferior to a diagrid structural system, proper lateral stiffness should be allocated to the core frame in a hexagrid structure. The best ratio of flexural to shear deformation was 4 and larger unit size was better in considering constructional cost and structural efficiency. As the maximum lateral displacements of the buildings were within 84%~108% of the limit, the proposed method seems to be applicable to preliminary design of hexagrid buildings.

Detecting and Restoring Occlusion Area for Generating Digital Orthoimage (수치정사투영영상 제작을 위한 폐색영역의 탐지와 복원)

  • 권오형;김용일;김형태
    • Proceedings of the KSRS Conference
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    • 2000.04a
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    • pp.143-148
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    • 2000
  • 레이저 프로파일링 시스템의 등장으로, 기존에는 얻을 수 없었던 도시 지역에 대한 DTM 취득이 가능해졌고, 더욱 정확한 정사투영영상 또한 제작할 수 있게 되었다. 하지만, 높이 변화를 보이는 자연지물과 인공구조물이 있는 지역에 대해 기존의 정사투영사진 제작기법이 적용될 때, 폐색이나 이중매핑과 같은 문제가 발생하게 된다. 특히 고층건물이 밀집되어 있는 도심지에서 이러한 현상은 두드러져 정사투영영상의 품질을 저해하는 주요한 원인이 된다. 따라서, 본 연구에서는 카메라의 외부표정요소와 DTM을 이용하여 폐색영역을 탐지하고, 폐색이 안된 다른 영상의 정보를 통해 폐색영역을 복원하여 더욱 완전한 정사투영을 제작할 수 있는 알고리즘을 제안하였다. 제안된 알고리즘에 의해 자연지물이나 인공고조물에 의한 폐색영역을 탐지할 수 있었고 폐색영역의 많은 부분을 부가영상을 이용하여 복원하였다. 건물에 대한 사전지식을 이용하여 폐색영역을 탐지하는 국내 연구가 있지만, 본 연구는 건물에 대한 부가정보나 모델링을 사용하지 않고 DTM과 카메라 외부표정요소만을 이용하여 폐색영역을 탐지한다는 점에서 이러한 연구들과 차별성을 가진다.

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Taipei Financial Center Project (Taipei F.C 건물의 신공법 시공사례 -세계 최고층(508m) 프로젝트-)

  • 옥유곤
    • Journal of the Korean Professional Engineers Association
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    • v.37 no.2
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    • pp.37-41
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    • 2004
  • 왜 이렇게 높이 지어야 하는가? 그 가장 큰 목적은 초고층 건축물의 건축을 통해 세계와 경쟁하고, 인간의 능력, 즉 현시점의 건축기술 한계에 대한 도전이자 경제, 문화수준의 발산일 것이다. 그런 관점에서 아무도 세계에서 제일 높은 건축물을 대만에 지으리라 생각하지 않았을 것이다.(중략)

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Research of post-processing method of high resolution DEM by the use of existing DTED data (DTED를 이용한 고해상도 DEM의 후처리 방안에 관한 연구)

  • Rhee, Soo-Ahm;Shua, Ya-Jun;Kim, Tae-Jung
    • Proceedings of the KSRS Conference
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    • 2009.03a
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    • pp.7-12
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    • 2009
  • 고해상도 위성영상을 이용한 DEM 제작의 경우 영상의 센서모델과 정합을 이용한 방식이 일반적으로 사용되어 왔다. 이 방식의 경우 영상에 존재하는 건물 및 도로, 그리고 지역 등에 따라 오류가 발생하게 되며 이는 DEM의 제작 시 공백(Hole)이나, 오류(Blunder)의 원인이 된다 이 방식을 보완하기 위하여, 본 실험에서는 1m 급의 공간해상도를 가지는 스테레오 위성 영상을 이용하여 제작된 고해상도 DEM을 제작해보았으며, 전 세계적으로 제작되어 있는 30m 정확도를 가지는 DTED를 이용하여 동일지역의 DEM의 갱신을 시도하였다. 고해상도 스테레오 위성영상에서 매칭 결과로 구해진 높이 값과 30m DTED와의 결과 비교를 통해 최상위 피라미드 단계에서의 DEM의 제작 시 발생할 수 있는 에러들을 걸러냄으로 정확한 DEM의 생성을 시도하였으며, 새롭게 구해진 DEM의 높이 값을 30m DTED의 높이 값에 근사시켜 기존의 방식보다 더 부드러운 고해상도 DEM의 제작이 가능함을 확인할 수 있었다.

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