• Wind and Structures
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• 제34권2호
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• pp.185-197
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• 2022

This study aimed to analyze the wind-induced mechanical energy (WME) of a proposed super high-rise and long-span transmission tower-line system (SHLTTS), which, in 2021, is the tallest tower-line system with the longest span. Anew index - the WME, accounting for the wind-induced vibration behavior of the whole system rather than the local part, was first proposed. The occurrence of the maximum WME for a transmission tower, with or without conductors, under synoptic winds, was analyzed, and the corresponding formulae were derived based on stochastic vibration theory. Some calculation data, such as the drag coefficient, dynamic parameters, windshielding areas, mass, calculation point coordinates, mode shape and influence function, derived from wind tunnel testing on reducedscale models and finite element software were used in calculating the maximum WME of the transmission tower under three cases. Then, the influence of conductors, wind speed, gradient wind height and wind yaw angle on WME components and the energy transfer relationship between substructures (transmission tower and conductor) were analyzed. The study showed that the presence of conductors increases the WME of transmission towers and changes the proportion of the mean component (MC), background component (BC) and resonant component (RC) for WME; The RC of WME is more susceptible to the wind speed change. Affected by the gradient wind height, the WME components decrease. With the RC decreasing the fastest and the MC decreasing the slowest; The WME reaches the its maximum value at the wind yaw angle of 30°. Due to the influence of three factors, namely: the long span of the conductors, the gradient wind height and the complex geometrical profile, it is important that the tower-line coupling effect, the potential for fatigue damage and the most unfavorable wind yaw angle should be given particular attention in the wind-resistant design of SHLTTSs

• 예술인문사회 융합 멀티미디어 논문지
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• 제7권12호
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• pp.947-954
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• 2017

초고층 빌딩, 복합상가, 대형 지하시설물 등과 같은 도시 대형 구조물에서 화재가 발생한 경우에는 거주자들에 대하여 신속한 긴급피난유도를 제공해야 인명피해를 최소화할 수 있다. 따라서 대형 화재가 발생한 경우에 긴급피난유도를 제공하는 것이 필수적이다. 이러한 긴급피난유도를 효과적으로 지원하기 위해서는 화재발생 위치, 거주자 위치, 탈출경로 등과 같은 주요 항목들을 파악하는 것도 중요하지만, 거주자들이 화재로부터 안전하게 대피할 수 있는 피난구역을 신속하게 파악하는 것이 무엇보다도 중요하다. 본 논문에서는 안전한 피난대피구역 파악을 위하여 CCTV 영상을 분석하여 화재 발생에 따른 연기로부터 피난구역의 가시도를 측정하는 방법을 제안한다. 이를 위하여 먼저 연기로 인한 특정 구역의 가시도 측정을 위하여, 연기가 발생하고 있는 영상으로부터 배경 영상을 추출한다. 그리고 추출된 배경 영상에 대하여 에지를 추출한 영상을 생성한 후에, 연기로 인한 에지 강도의 변화를 계산하여 가시도를 측정한다.

• 한국화재소방학회논문지
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• 제25권6호
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• pp.178-183
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• 2011

초고층 건물의 승강기는 혹한기에 연돌효과에 의한 차압 때문에 고층부의 승강기 문틈에서 소음을 유발하고, 1층에서 승강기 문 개폐에 영향을 줄 정도의 강한 압력이 발생하며, 화재시에는 건물 내에 연기를 전파시키는 주된 구동력이 된다. 또한 승강기를 피난용으로 사용하기 위해서도 연돌효과는 반드시 극복되어야 할 과제이다. 이 논문에서는 연돌효과가 고층건물의 승강기 승강로에 미치는 부정적 영향을 줄이기 위해 승강로를 가압하는 방식을 검토하였다. 승강로와 거실 사이를 균압화하고 승강로를 급기 가압하는 조건으로 시뮬레이션 함으로써 NFPA 92A와 IBC 2012에서 요구하는 조건에 근접하는 결과를 얻었다.

• 국제초고층학회논문집
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• 제5권3호
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• pp.205-211
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• 2016

This paper addresses the key technologies for supertall building construction based on the Lotte World Tower project in Korea. First, the mega-mat foundation construction technologies are shown, including ultra-low heat concrete, heat of hydration control programs, and the logistics plan. Then, high strength concrete technologies of 50~80 MPa are introduced and discussed within the context of the highest pumping record in Korea at 514.25 meters. Structural design concepts of gravity load and lateral force resistance systems are introduced, along with surveying systems using GNSS and temporary installation plans of special heavy equipment like tower cranes, hoists, and high pressure concrete pumps. If it is possible to coordinate these key technologies and others, optimizing for the building's design and construction, supertall building construction can be successfully completed.

• 수산해양기술연구
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• 제28권1호
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• pp.71-78
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• 1992

Zr-4 used for a cladding and an end plug of reactor component has creep deformation under operation at high temperature. Creep is regarded as the time dependent deformation of a material under constant applied stress. Although the major source of the deformation of zirconium component in water-cooled reactors is irradiation creep, the thermal creep may give a rise to significant deformation in reactor component especially at relatively high temperatures and at various constant stresses, and therefore it must be predicted accurately. Stress relaxation is the time dependent change of stress at constant strain and it is a process related intimately to creep. In this paper, the creep behavior and stress relaxation of Zr-4 is examined at the temperature of 50$0^{\circ}C$ that is 40% of the absolute melting temperature of Zr-4 under the stress below yield stress and under the various constant strains. The results obtained are summarized as follows: 1) With an increase of stress, the steady state creep rate increases and the creep rupture time decreases. 2) The steady state creep rate $\varepsilon$(%/s) for the stress $\sigma$sub(c) (kgf/mm super(2)) of Zr-4 increases outstandingly. All the empirical equations computed for Zr-4 increases outstandingly. All the empirical equations computed for Zr-4 are in accord with Norton's model equation($\varepsilon$=K$\sigma$ sub(c) super (n)). The constants of materials computed are as follows: K=3.9881$\times$10 super(-5), n=1.9608 3) The rupture time T sub(r) (hr) decreases linearly with the increase of stress on the log-log scaled graph. The empirical equations computed for Zr-4 are in accord with Bailey's model equation (T sub(r)=K sub(1)$\sigma$sub(c) super(m)). The constants of materials computed are as follows: K sub(1)=1.2875$\times$10 super(16), m=-3.467 4) It seems clear that the strain could be quantitatively dependent on the high temperature creep properties such as creep stress, rupture time, steady state creep rate and total creep rate. It is found that these relationships are linear on the log-log graph. 5) In stress relaxation test, as the critical constant strain that can be allowed to the specimen is larger, stress relaxation becomes more rapid, and as the constant strain is smaller, the stress relaxation becomes slower.

• Wind and Structures
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• 제21권2호
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• pp.119-158
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• 2015

The characteristics of the coherence functions of X axial, Y axial, and RZ axial (i.e., body axis) wind forces on the Shanghai World Trade Centre - a 492 m super-tall building with section varying along height are studied via a synchronous multi-pressure measurement of the rigid model in wind tunnel simulating of the turbulent, and the corresponding mathematical expressions are proposed there from. The investigations show that the mathematical expressions of coherence functions in across-wind and torsional-wind directions can be constructed by superimposition of a modified exponential decay function and a peak function caused by turbulent flow and vortex shedding respectively, while that in along-wind direction need only be constructed by the former, similar to that of wind speed. Moreover, an inductive analysis method is proposed to summarize the fitted parameters of the wind force coherence functions of every two measurement levels of altitudes. The comparisons of the first three order generalized force spectra show that the proposed mathematical expressions accord with the experimental results well. Later, the influences of coherence functions on wind-induced dynamic responses are analyzed in detail based on the proposed mathematical expressions and the frequency-domain method of random vibration theory.

• 한국실내디자인학회논문집
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• 제15권3호
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• pp.48-55
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• 2006

A sustainable building must produce an interior environment that is safe, healthy, comfortable and supportive of human performance and well-being. The medical human comfort: performance and productivity cost of unhealthy environment may cause much cost for healing. Research that buildings with daylight, fresh air, eco-materials and sustainable interior design are consistently rated as more comfortable and occupants performance, satisfaction and health. This study is to categorize systematically interior environmental design elements for improving sustainability with a view to developing an evaluation model of super high-rise apartment unit plans. With a literature survey and design guide lines concerning sustainable design elements, three hierarchical categorization levels of human, environment, energy and resources systems that consists of upper, middle, low design elements have been proposed. A total of 6 items have been suggested for middle level of categorization and 24 items for lower level. Finally a total of 107 design elements concerning the 24 items and their relationahips have been revealed. The needs for a systematic approach to interior environmental design for sustainability have been discussed.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.329-336
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• 2003

The box system that is composed only of reinforced concrete walls and slabs are adopted on many high-rise apartment buildings recently constructed in Korea. And the framed structure with shear wall core that can effectively resist horizontal forces is frequently adopted for the structural system for high-rise building structures. In these structures, a shear wall may have one or more openings for functional reasons. It is necessary to use subdivided finite elements for accurate analysis of the shear wall with openings. But it would take significant amount of computational time and memory if the entire building structure is subdivided into a finer mesh. An efficient analysis method that can be used regardless of the number, size and location of openings is proposed in this study. The analysis method uses super element, substructure, matrix condensation technique and fictitious beam technique. Three-dimensional analyses of the box system and the framed structure with shear wall core having various types of openings were peformed to verify the efficiency of the proposed method. It was confirmed that the proposed method have outstanding accuracy with drastically reduced time and computer memory from the analyses of example structures.

• 국제학술발표논문집
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• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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• pp.46-51
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• 2011

High-rise buildings are widely being constructed in the Middle-East, South-East, and East Asia. These buildings are usually willing to stand for the landmark of the region and, therefore, exhibit some extraordinary features such as super-tall height, elevation set-backs, overhangs, or free-form exterior surface, all of which makes the construction difficult, complex, and even unsafe at some construction stages. In addition to the elaborately planned construction sequence, prediction and monitoring of building's movement during construction and after completion are required for precise and safe construction. This is often called the Building Movement Control during construction. This study describes Building Movement Control of the KLCC Tower, a 58-story office building currently being built right next to the famous PETRONAS Twin Towers. The main items of the Building Movement Control for the KLCC Tower are axial shortening and verticality. Preliminary prediction of these items are already carried out by the structural design team but more accurate prediction based on construction stage analysis and combined with time-dependent material testing, field monitoring, and site survey is done by the main contractor. As of September 2010, the Tower is under construction at level 30, where the plan abruptly changes from rectangle to triangle. Findings and troubleshooting until the current construction stage are explained in detail and implementations are suggested for future applications.

• 한국건설관리학회논문집
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• 제13권5호
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• pp.135-143
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• 2012

초고층 건축물은 일반적 건축물에 비해, 구조, 환경적 분야 뿐 아니라 시공 분야에서도 골조공사와 마감공사의 시공방법, 재료, 공사관리 등에서 차이점이 있다. 특히 초고층 건축물 시공에서 요구되는 다양한 관리기법 중 양중계획 및 관리는 핵심적인 분야이며, 건설공사에 필요한 인원 및 자재와 같은 자원을 리프트카와 같은 양중기계장비를 이용하여 효율적으로 수직이동하여야 한다. 그러나 리프트카의 경우 초기 수립된 계획과 실제 운영에 차이가 발생하는 경우가 많고 이러한 비효율성으로 인해 문제가 발생하는 경우가 많다. 본 연구에서는 양중작업에 사용되는 리프트카를 대상으로 건축마감공사의 자원물량에 근거한 양중부하 산정 방법 및 예측 모델을 제시하고자 한다. 그 결과 리프트카 운행시간 및 사이클타임을 계산하여 총 양중장비 가동시간 및 양중가능 물량을 산출할 수 있을 것이다. 이를 양중장비조합을 위한 의사결정 지원 모델 구축을 위한 연구로 발전시켜 나갈 것이다.