• 국제초고층학회논문집
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• 제4권1호
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• pp.75-83
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• 2015

In the present study, the preliminary results of a large-scale seismic response analysis of a super-high-rise steel frame considering soil-structure interaction are presented. A seismic response analysis under the excitation of the JR Takatori record of the 1995 Hyogoken-Nanbu earthquake is conducted. Precise meshes of a 31-story super-high-rise steel frame and a soil region, which are constructed completely of hexahedral elements, are generated and combined. The parallel large-scale simulation is performed using K computer, which is one of the fastest supercomputers in the world. The results are visualized using an offline rendering code implemented on K computer, and the feasibility of using a very fine mesh of solid elements is investigated. The computation performance of the analysis code on K computer is also presented.

• Structural Engineering and Mechanics
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• 제87권5호
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• pp.451-460
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• 2023

Recently, the use of smartphones for structural health monitoring in civil engineering has drawn increasing attention due to their rapid development and popularization. In this study, the structural responses and dynamic characteristics of a 421-m-tall skyscraper during the landfall of Typhoon Muifa are monitored using an iPhone 13. The measured building acceleration responses are first corrected by the resampling technique since the sampling rate of smartphone-based measurement is unstable. Then, based on the corrected building acceleration, the wind-induced responses (i.e., along-wind and across-wind responses) are investigated and the serviceability performance of the skyscraper is assessed. Next, the amplitude-dependency and time-varying structural dynamic characteristics of the monitored supertall building during Typhoon Muifa are investigated by employing the random decrement technique and Bayesian spectral density approach. Moreover, the estimated results during Muifa are further compared with those of previous studies on the monitored building to discuss its long-term time-varying structural dynamic characteristics. The paper aims to demonstrate the applicability and effectiveness of smartphones for structural health monitoring of high-rise buildings.

• 국제초고층학회논문집
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• 제4권2호
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• pp.109-116
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• 2015

The concept of vertical living has been hailed as a solution to control fast growth and urbanization of cities worldwide. As super tall residential projects become more common and sustainability considerations become more necessary, their efficiency has been called into question. How do vertical residential developments compare with suburban homes? What are the environmental advantages and disadvantages of vertical communities? Is there a middle ground? We present the results from an AS+GG study that compares the environmental performance of different housing typologies ranging from a 215 supertall building to single family residences, including several scales in between. Our samples comprise 2,000 residential units per type and include the infrastructure needed to support them. We analyzed land use, energy use, and lifecycle carbon emissions for each typology. The results show that different typologies perform better depending on the parameter being assessed. We discuss these findings; assess overall performance, and present conclusions.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.709-712
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• 2008

최근 국내에서는 철근콘크리트 초고층 건물이 계획 또는 시공 중에 있다. 콘크리트가 가지는 시간의존적인 재료특성인 크리프 및 건조수축 특성파악이 초고층 건물 시공에서 이슈화 되고 있는 부등축소량 해결의 출발점이 되고 있다. 본 연구는 잠실 제2롯데월드의 부등축소량 해결을 위한 사전단계인 재료연구를 포함하고 있으며 당사 프로젝트 코어부 콘크리트 배합 50, 60, 70MPa에 대한 재료연구의 첫 번째 단계로 진행 중인 콘크리트 테스트 프로그램의 결과 값과 예측 모델식에 의한 결과 값을 전체 건조수축 변형과 단위 응력당전체 크리프 변형(Compliance)에 근거한 분석이 이루어졌으며 사용된 예측 모델식은 ACI209R Model,Ba${\check{z}}$ant-Baweja B3 Model, CEB MC99 Model, 및 GL2000 Model등과 같다. 그리고 사전설계 단계에서 재료실험 없이 콘크리트의 크리프 및 건조수축 특성을 간단히 파악하는 데 도움이 될 수 있도록고성능 고강도 콘크리트에 대한 적절한 예측 모델식을 제안하고자 하였다.

• 국제초고층학회논문집
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• 제2권1호
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• pp.79-83
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• 2013

Shaking table test is an important and useful method to help structural engineers get better knowledge about the seismic performance of the buildings with complex structure, just like Shanghai tower. According to Chinese seismic design guidelines, buildings with a very complex and special structural system, or whose height is far beyond the limitation of interrelated codes, should be firstly studied through the experiment on seismic behavior. To investigate the structural response, the weak storey and crack pattern under earthquakes of different levels, and to help the designers improve the design scheme, the shaking table model tests of a scaled model of Shanghai tower were carried out at the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China. This paper describes briefly the structural system, the design method and manufacture process of the scaled model, and the test results as well.

• 국제초고층학회논문집
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• 제1권4호
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• pp.271-281
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• 2012

Tianjin Goldin Finance 117 tower has an architectural height of 597 m, total of 117 stories, and the coronation of having the highest structural roof of all the buildings under construction in China. Structural height-width ratio is approximately 9.5, exceeding the existing regulation code significantly. In order to satisfy earthquake and wind-resisting requirements, a structure consisting of a perimeter frame composed of mega composite columns, mega braces and transfer trusses and reinforced concrete core containing composite steel plate wall is adopted. Complemented by some of the new requirements from the latest Chinese building seismic design codes, design of the super high-rise building in high-intensity seismic area exhibits a number of new features and solutions to professional requirements in response spectrum selection, overall stiffness control, material and component type selection, seismic performance based design, mega-column design, anti-collapse and stability analysis as well as elastic-plastic time-history analysis. Furthermore, under the prerequisite of economic viability and a series of technical requirements prescribed by the expert review panel for high-rise buildings exceeding code limits, the design manages to overcome various structural challenges and realizes the intentions of the architect and the client.

• 한국화재소방학회논문지
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• 제26권5호
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• pp.92-98
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• 2012

최근 개정된 초고층건물 특별법에서는 피난안전구역을 최소 30개층 마다 설정함과 동시에 계단실을 수직구획 하도록 규정하고 있다. 이에 본 연구에서는 중앙코아 방식의 80층 초고층건물 계단실 수직구획이 연돌효과 및 계단실 급기가압 성능에 미치는 영향을 시뮬레이션 해석을 통해 분석하였다. 해석결과, 계단실 수직구획이 없는 경우 연돌효과로 인해 최대 차압 250 Pa 이상이 발생하였으며, 계단실만 수직구획한 경우에는 10 Pa 정도만 감소하였으나 계단실과 승강기의 승강로를 동시에 수직구획한 경우 최대차압이 약 125 Pa로 낮아져 연돌효과가 약 50 % 감소하였다. 또한, 계단실을 급기가압 할 경우 계단실온도가 실내온도와 외기온도 차이의 약 1/2일 때가 소요급기풍량 측면에서 가장 효율적인 것으로 예측되었다.

• 한국건축시공학회지
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• 제9권6호
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• pp.131-139
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• 2009

극 초고층 공사에서 합리적인 타워크레인 선정이 필수적이나 현장 실적 자료의 부족과 주관적인 경험에 의한 계획 수립, 체계적인 기준 부재 등으로 계획상 오류나 비효율성이 크다. 특히 극 초고층의 특성 중의 하나인 높이에 따른 영향 요소들에 대한 분석이 미비하여 단순히 장비의 기계적 특성을 가지고 양중 시간을 예측하고 있는 실정이다. 본 연구에서는 양중 계획 시 담당자가 활용하기에 용이하고 체계적인 양중 분석이 가능한 시스템을 개발 하였으며, 현존 최고층인 버지 두바이의 자료를 활용하여 가변형 통계 모델을 개발하였다. 또한 층당 적정 공기 여부를 선정한 장비를 바탕으로 검토 및 의사결정을 가능하게 함으로써 극 초고층 공기 산정 방법의 패러다임을 전환 시켰다는 의미도 있다.

• 국제초고층학회논문집
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• 제5권4호
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• pp.263-270
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• 2016

In this paper, the stability requirements for diagrid and mega braced structures are examined. The role of the secondary bracing system for the stability of a diagrid structure is discussed. A simple procedure is proposed for the design of the secondary bracing system when it is required. As a case study, the design of the Hearst Tower diagrid and its secondary bracing system are presented.

• 기술사
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• 제38권1호
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• pp.52-54
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• 2005

Korean metropolises are choked by lack of green space to attain the limit of horizontal expansion. The alternative plan is trying total expansion that the green zone and road are made from the rest site by high-rise buildings. And high-rise building can solve indiscriminate development to attain the limit situation. The building of landmark can be the image of the nation and the pride of the citizen. The relaxing the height restriction of government can be whole nation's interests. Appearing high-rise building in overpopulated city is the subject of a generation and this trend cannot be avoided.