• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.263-266
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• 2010

비정형 형상의 초고층 건물이 증가함에 따라, 설계 시공 계획 단계에서의 시공 중 건물의 구조적 안정성 검토가 핵심 사항으로 부각되고 있다. 시공 중 비정형 초고층 건물의 안정성을 확보하기 위해서는, 횡력저항시스템이 완전히 형성되기 전 구조체 자중의 불균형 분포에 의해 발생하는 수직부재의 불균등 축소, 골조의 기울어짐 혹은 횡변위 등이 시공단계해석에 의하여 검토되어야 하며, 시공단계해석은 구조건전성모니터링, 시공 보정 프로그램, 시공계획 수립 등과 체계적으로 결합되어 진행되어야 한다. 이 논문은 시공 중 비정형 초고층 건물의 구조 안정성 검토를 위하여, 실제 비정형 초고층 프로젝트에 시공단계해석을 적용하였으며, 시공 중 초고층 건물의 안정성 확보를 위한 주요 검토 항목 및 방법을 제시하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.384-387
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• 2010

비정형 초고층 구조시스템 통합설계 플랫폼은 비정형 초고층건물의 구조시스템 설계를 지원하는 여러프로그램들을 통합적으로 활용하여 구조설계자들이 협업을 수행하는 체계이다. 이 체계의 핵심적인 사항은 각 프로그램들이 필요한 자료들을 신속하고 정확하게 교환하는 것이다. 표준자료모델은 여러 프로그램들의 자료교환을 목적으로 적절한 범위 내에서 필요한 자료들을 취합하여 체계화한 것이다. 하지만 표준자료모델은 각 프로그램에서 요구되는 모든 자료들을 취합하고 그 목적에 부합되도록 체계화시킬 수 없어 문제가 발생한다. 이에 본 연구에서는 비정형 초고층건물 구조시스템 통합설계 플랫폼의 각 프로그램들이 표준 자료모델을 이용하여 자료를 교환하는 방법을 검토하고 비교하고자 한다.

• Journal of Korean Association for Spatial Structures
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• v.11 no.4
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• pp.79-88
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• 2011

Recently, complex-shaped tall buildings represented by 3T(Twisted, Tapered, Tilted) are planed largely. A diagrid structural system is one of the most widely used structural system for complex-shaped tall buildings because of its structural efficiency and formativeness. Plans for tilted tall buildings are largely presented because of beauty of a sculpture and many of buildings use diagrid structural systems. Lateral displacements of tilted tall buildings are induced by not only lateral loads but also self weight. Therefore, reduction of lateral responses of tilted tall buildings is as important as typical tall buildings. In this study, a smart TMD is introduced to reduce seismic responses of tilted diagrid tall buildings and its control performance is evaluated. MR damper is employed for the smart TMD and ground-hook controller is used as a control algorithm for the smart TMD. 100-story tall building is used as an example structure. Control performances of uncontrolled case, controlled case with TMD and controlled case with smart TMD are compared and investigated. Numerical simulation has shown that smart TMD presented good control performance for displacement response but acceleration response was not controlled well.

• Journal of Korean Society of Steel Construction
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• v.23 no.3
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• pp.349-356
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• 2011

In this paper, the optimal diagrid angle of atypical tall buildings has been found using diagrid optimization technique which is based on parametric algorithm. A diagrid is a diagonal grid which can be seen among atypical tall buildings and structures which effectively resist horizontal and vertical direction loads. Therefore, it is also the objective of this studyto find the maximum stiffness of atypical tall buildings by optimizing diagrid angle. Moreover, this study touches on both cylindrical and tapered off cylindrical structures, as shown in the examples to check the compatibility of optimum diagrid angle, which effectively resists horizontal deformation on top by optimization algorithm.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.251-254
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• 2010

본 연구에서는 세계 각지의 초고층 건축물 사례 55개를 대상으로 초고층 형상의 비정형성을 대표적 유형에 따라 분류하고 해당 유형에 적용된 구조시스템을 조사함으로써 건축물의 비정형 형상과 이를 구현하기 위해 적용된 구조시스템간의 상관관계를 분석하였다. 대표적인 비정형 형상을 5개 유형으로 분류하고 구조시스템의 적용빈도를 조사한 결과, 적용 사례가 많은 Extrusions와 Tapers 형태에서는 적용된 구조시스템과의 유의미한 상관관계를 파악할 수 있었으며, 적용 사례가 많지 않은 Twisters, Tilted, Free Form 형태에서는 구조시스템의 상대적 적용 경향을 파악할 수 있었다. 본 연구의 결과는 비정형 형상에 적합한 구조시스템 대안의 우선순위를 설정하고 구조시스템 생성을 위해 형상으로부터 추출해내야 할 초기 파라미터를 선정하는데 활용할 수 있을 것으로 기대된다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.1
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• pp.89-97
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• 2013

With regard to complex-shaped tall buildings whose plans and constructions have been gradually on the increase, this study was aimed to analyze their structural behaviors during construction by applications of construction sequences analyses to prototype models. For twisted tall buildings, total 18 models of with three conditions of a lateral load-resisting system, a twisting angle, and a construction method were selected. A diagrid system and a braced tube system were applied as a lateral load-resisting system. For each lateral load-resisting system, three types of plan with $0^{\circ}$, $1^{\circ}$, and $2^{\circ}$ twisting angles and three construction methods with construction sequences of exterior tube and interior frame were assumed. The structural performances of tall buildings under constructions were analyzed with results of lateral displacements from construction sequence analyses. Also, construction performances of the construction period and the maximum lift weight were compared.

• The Journal of the Korea Contents Association
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• v.20 no.3
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• pp.190-199
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• 2020

Globally, more super-tall buildings tend to be constructed competitively in the social and economic foundations. In the circumstance, this study is aimed at establishing a paradigm of super-tall buildings in terms of their various forms. Symbolizing a city or state, super-tall buildings not only are used as resources of tourism, but play an important role as a characteristic landmark. Therefore, it is necessary to find a curved form for a futuristic perspective. The purpose of this study is to infer the convergence relativity of curved forms among complex and diverse unstructured construction forms. This study used as subjects 50 super-tall buildings among the ranking data selected Council on Tall Buildings and Urban Habitat (CTBUH) in order for the basis of constructability related to actual design, rather than the way of recognizing a formative type, in the classification of curved forms into regularized surfaces, developable surfaces, and double-curved surfaces. The results of this study are presented as follows. This classification can be used as a fundamental material which is reasonably involved in the design process pursuing diverse curved surfaces in terms of design of tall buildings.

• Construction Engineering and Management
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• v.15 no.6
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• pp.44-47
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• 2014

• Computational Structural Engineering
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• v.22 no.5
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• pp.15-22
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• 2009

• Computational Structural Engineering
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• v.22 no.5
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• pp.23-31
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• 2009