• Computational Structural Engineering
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• v.17 no.1
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• pp.34-38
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• 2004

국내에서 2003년 9월 12일 태풍 매미는 부산 지역에서 많은 재산상의 피해와 아울러 강풍으로 인한 건물의 진동으로 인하여 거주자의 사용성문제가 발생하였다. 또한 신문 보도에 의하면 15층 이상의 고층에 거주하는 시민들은 강풍으로 인한 진동으로 인하여 극도의 공포감에 시달린것으로 알려져 있다. 부산 남구 용호동 L아파트 24층 거주자의 경우는 2003년 9월 12일 오후 10시경부터 아파트 지하 주차장으로 2시간여 동안 대피했다. 천장의 전등이 좌우로 흔들리고 변기 속의 물이 출렁거릴 정도로 아파트가 심하게 진동하였기 때문이다. 아파트의 진동으로 인한 어지러움도 호소하는 경우도 있었다.(중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.1109-1112
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• 2008

Concrete structure is recognized as the universal structuring material for its outstanding formability, economic efficiency, and strength development. However, as the ageing of field workers and the deficiency of skilled workers due to evasions from 3D business have recently become the major issues of the industry in Korea and as the materials are becoming more diversified and complicated for today's concrete structures are becoming higher, larger, and specialized, the need for practicality of construction work based on new technology and new method has greatly increased. Therefore, the overall condition of today's construction business requires researches and developments on the high fluidity concrete for higher construction efficiency and quality improvements. With this reason, this study investigated study development tendency and development situation of the high fluidity concrete, arranged experiment performance, and domestic or international specification used in performance valuation of the high fluidity concrete.

• Journal of the Korea Convergence Society
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• v.12 no.9
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• pp.153-159
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• 2021

In this study, basic data that can be referenced for ventilation modeling was presented by analyzing the characteristics of wind pressure coefficients(Cp) according to wind direction angles under conditions of different building layouts and aspect ratios through CFD (Computational Fluid Dynamics) analysis for flat-type apartment complexes. In the case of a wind direction angle of 0°, Cp distribution in the form of an inverted S-shape was shown on the front of the building located on the windward side. And Cp corresponding to the lowest floor, the uppermost floor, and the two inflection points showed relatively close values regardless of the height of the building. The inflection point of the low-rise part was formed at a height of about 11m, and the height of the high-rise part could be calculated through a trend formula proportional to the height of the building. It was confirmed that the averaged Cp value can be applied in most conditions except for the wind direction angle of 45 degrees.

• Journal of the Korean Society for Railway
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• v.16 no.5
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• pp.353-357
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• 2013

Property development along railway lines is a critical issue at present. Because various railway lines exist in most large cities, there are numerous properties and open spaces to be developed for communities associated with these lines. The active development of railway properties can be a means to resolve housing shortage problems in cities. In this first part of this paper, noise and vibration levels of an artificial area of land and apartment complex are measured and evaluated to derive a design strategy for vibration reduction purposes.

• Water for future
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• v.16 no.3
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• pp.187-193
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• 1983

Computations of the directional transfer of water vapor over Osan are made for seasonal and vertical distributions of the water vapor transfer, based on aerological data during the period from 1972 to 1981. The results show that annual total value of water vapor amounts to 1812 g/cm·sec. The largest transfer occurs in summer and in eastward with 53 percent of the annual total. It is also of interest that the maximum values of water vapor transfer appear to be in the layer between the 800mb and 600mb level in winter and between the 900mb and 800mb levels in summer. The horizontal divergences of water vapor transfer for two months of January and July 1979, using aerological data observed at Osan, Kwangju and Pohang are also calculated and the results are briefly discussed.

• The Korean Journal of Air & Space Law and Policy
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• v.21 no.2
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• pp.207-230
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• 2006

It should be noted that current rules and provisions of the law, such as the act of military air base and the act of the construction, do not provide a fairly good solution regarding the conflict between the company and the air force. The act of military air base does not have the jurisdiction on the matters occurring outside the edge of the flight safety zone. Freezing measure about the construction permit is not suitable for this case. A sort of policy or revision of the law will be needed to foster the transaction between parties in question which may be useful for enhancing overall efficiency.

• Journal of the Korea Concrete Institute
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• v.13 no.6
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• pp.629-636
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• 2001

To apply the research results to the design and the construction of the high rise buildings, long-term behavior of reinforced concrete structure have been widely studied. However, shoring and reshoring at early ages have not been considered in the most of studies. The removal of forms and shores has been dealt with one construction sequence. i.e. the deformation occurred at the early age before the removal of shore has been neglected. In this paper, two-dimensional frame analysis program for long-term behavior of reinforced concrete was developed. In the developed program, construction sequence including the settlement and the removal of shores is considered to predict axial force variation due to forms ,shores, and time-dependent concrete stiffness. Analysis results show that the time-dependent axial force of shores is reduced, and the redistributed axial force of the interior column is greater than the value by elastic analysis and that of the exterior column is smaller. In order to demonstrate the validity of this program, the test frame was constructed in sequence of the placement of concrete, form removal, reshoring, shore removal, and the application of additional load. The proposed program predicts experimental results well.

• Korean Architects
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• no.2 s.274
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• pp.80-87
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• 1992

서울시 강남구청은 지난12월 대치동에 세워질 구민회관 및 구의회청사신축 현상공모를실시하여 명종합건축(대표:김명화)안을 당선작으로 선정하여 발표하였다. 총27점의 작품이 응모된 이번 현상공모에는 당선작외에 예종합건축(대표:김상경)안이 우수작으로 선정되었으며, 건원국제종합건축(대표:이대형)안이 가작으로 선정되었다. 당선작으로 선정된 명종합건축(안)은 서측의 35m도로를 주 진입로로 하고 부지 앞쪽에 개방된 오픈 스페이스를 구성하여 출입을 자연스럽게 접근토록 하였으며, 주민들의 문화활동과 교육,복지를 위한 구민회관을 저층부에 두고 고층부에는 구의회를 위치토록 분리계획하여 동선과 기능의 명확성이 우수한 평가를 받았다. 본지에서는 당선작과 우수작 및 가작을 게재코자 한다.

• Proceedings of the KSME Conference
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• 2002.08a
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• pp.431-434
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• 2002

The excessive wind-induced motion of tall buildings most frequently result from vortex shedding induced across-wind oscillations. This form of excitation is most pronounced far relatively flexible, lightweight and lightly damped structure, e.g. tall building. This paper discusses aerodynamic means for mitigating the across-wind vortex shedding induced in such situations. Emphasis is on the change of the building cross section to design the building with openings from side to side which provide pressure equalization and tend to reduced the effectiveness of across-wind forces by reducing their magnitudes and disrupting their spatial correlation. Wind tunnel test have been carried out on the Kumoh National University of Technology using rigid models with twenty-four kinds of opening shapes. Form these results, the effective opening shape, size and location for building to reducing wind-induced vortex shedding and responses are pointed out.

• Magazine of the Korea Concrete Institute
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• v.14 no.6
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• pp.88-95
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• 2002

최근 국내에 60층을 초과하는 초고층 구조물들이 많이 건설되고 있으며, 콘크리트 품질의 향상 특히 콘크리트의 고강도화에 힘입어 이를 이용한 철근 콘크리트 고층 구조물들이 증가하고 있다. 이에 따라 이들 초고층, 초대형 구조물을 지지할 수 있는 고축력, 고연성의 기둥에 대한 설계 및 시공이 요구되고 있으며, 이에 가장 적합한 구조요소라 할 수 있는 콘크리트 충전 강관기둥(Concrete Filled Steel Tube Columns : CFT Columns)의 설계 및 시공에 관심이 높아지고 있다. 이러한 콘크리트 충전 강관기둥은 콘크리트가 강관에 의해 둘러싸여지기 때문에 축하중 저항 능력이 증가되는 장점과 동일한 단면으로 H형강을 사용한 순수 철골조 H형강 기둥의 강축(strong axis)과 약축(weak axis) 문제해결과 동시에 강성 (stiffness)을 증가시킬 수 있으며, 내화 성능이 향상되고 거푸집 대체 재료로 사용되는 등 여러 가지 장점을 지니고 있다. 한편 충전 강관기둥에 작용하는 축하중은 대부분 콘크리트가 부담하게 되는데 이러한 충전강관 기둥의 장점을 극대화하기 위해서는 보통강도 콘크리트보다는 압축강도 및 탄성계수가 큰 고강도 콘크리트의 사용은 불가피하게 된다.(중략)