• 한국콘텐츠학회:학술대회논문집
• /
• 한국콘텐츠학회 2009년도 춘계 종합학술대회 논문집
• /
• pp.967-972
• /
• 2009

현재의 도시재개발은 여러 가지 문제를 파생하고 있다. 특히 이전 거주민의 흔적과 지역적 특성이 무시된 채 획일적으로 진행되는 고층 아파트 단지 위주의 재개발은 전국 어느 도시나 비슷한 모습으로 나타나고 있는 실정이다. 열악한 주거권을 개선하는 올바른 방식의 재개발이 앞으로 계속되어야 한다면 지금의 재개발의 문제점을 극복하는 새로운 도시디자인의 형태가 필요하다 할 것이다. 이를 위해서 재개발 예정지의 보존 발전할 문화적 생태적 요소를 발견하고 이를 디자인 할 필요가 있다. 이 논문은 문화 생태적 요소를 잘 살린 국 내외 도시 디자인 사례를 연구하고 부산의 노후지역중 하나인 화명동을 문화 생태적 관점으로 디자인할 것을 제안한다.

• 국제초고층학회논문집
• /
• 제11권2호
• /
• pp.115-124
• /
• 2022

Welding is a significant part of the construction industry. Since most high-rise building construction structures rely on a robust metal frame welded together, welding defect can damage welded structures and is critical to safety and quality. Despite its importance and heavy usage in construction, the labor shortage of welders has been a continuous challenge to the construction industry. To deal with the labor shortage, the ultimate goal of this study is to design and develop an automated robotic welding system composed of a welding machine, unmanned ground vehicle (UGV), robotic arm, and visual sensors. This paper proposes and focuses on automated weaving using the robotic arm. For automated welding operation, a microcontroller is used to control the switch and is added to a welding torch by physically modifying the hardware. Varying weave patterns are mathematically programmed. The automated weaving is tested using a brush pen and a ballpoint pen to clearly see the patterns and detect any changes in vertical forces by the arm during weaving. The results show that the weave patterns have sufficiently high consistency and precision to be used in the actual welding. Lastly, actual welding was performed, and the results are presented.

• 한국건설관리학회논문집
• /
• 제17권4호
• /
• pp.103-115
• /
• 2016

본 연구는 초고층 개발사업의 각 단계별 리스크 요인을 정확하게 도출하고, 그 중요도의 산출 및 주요 특성을 분석하였으며, 사업타당성의 수익과 비용측면에서의 실증적 분석을 통하여, 각 단계별 리스크를 사전에 저감하고 초고층 개발사업이 사업 초기 단계에 머물러 있거나 사업 자체가 무산되는 것을 방지하는데 의의가 있다. 초고층 개발사업 각 단계 중 사업사전평가단계가 초고층 개발사업의 성패를 좌우하는 가장 중요한 것으로 나타났으며, 이와 같은 분석 결과는 사업사전평가단계에서의 시장수요 공급 및 소비자의 선호도에 대한 철저한 예측과 사업대상 부지가 위치한 지역의 기반시설 및 교통시설 여부, 그리고 경쟁시설이 과다하여 유사상품과의 공급경쟁은 없는지 등을 면밀히 검토하여 사업계획을 수립하고 금융계획을 통하여 자금조달 계획을 수립하는 것이 중요함을 시사하고 있다. 전문 직군별로는 시행자, CM사, 설계사, 시공사, 운영 유지관리회사 및 공공기관은 사업사전평가단계를, 금융기관 및 컨설팅사는 개발단계를 가장 중요하게 판단하고 있다. 사업분야별로는 전체 리스크 요인 중에서 기술 및 재무 분야가 가장 중요하고, 상위 10개 리스크 요인 중에서는 사회문화 및 설계가 가장 중요한 것으로 분석되었다. 이는 초고층 개발사업만의 두드러진 특성이라 할 수 있다. 사업타당성 분석 시 수익하락의 리스크 요인이 전 단계에 걸쳐 가장 중요하게 분석되었으며, 도출된 리스크는 개발준비단계에서는 비용증가를 초래하며, 관리 운영단계에서는 수익하락 및 비용증가를 초래하는 특징이 있다. 이러한 특징은 초고층 개발사업 추진에 있어서 분양가 임대료 객실/입장요금의 수익이 하락하지 않도록 사업 전반에 걸쳐 철저히 계획 관리해야하고, 특히 개발단계에서는 기반시설 설치비용의 증가, 관리 운영단계에서는 운영 유지보수 비용이 증가하지 않도록 철저한 관리와 함께, 가동률이 하락하지 않는 관리가 필요함을 시사하고 있다.

• 국제초고층학회논문집
• /
• 제9권4호
• /
• pp.377-386
• /
• 2020

Beginning a few decades ago, Baku, the capital city of Azerbaijan, has experienced a dramatic construction boom that is revitalizing its skyline. The expansive growth looks to uphold the historic past of Baku as a focal point within the Caspian Sea Region while also evoking aspirations for a city of the future. With superstructure complete and interiors progressing, the Ministry of Taxation (MOT) tower is the latest addition to the city, with its stacked cubes twisting above a multi-level podium at the base. Each cube is separated by column-free green roof terraces, creating unique parametric reveals of the developing surroundings. Aside from MOT's stunning shape, its geolocation resulted in unusually high wind loads coupled with high seismic hazards for a tower of its height. In addition, limitations on possible structural systems required stepping away from a typical prescriptive code-based approach into one that utilized Performance-Based Design (PBD) methods. This paper presents the numerous structural challenges and innovations that allowed the design of a new icon to be realized.

• 국제초고층학회논문집
• /
• 제13권2호
• /
• pp.187-194
• /
• 2024

The 53-meter tall Albizzia Tower is a white, mineral building with a mixed concrete and wood structure. It harmoniously interacts with the high rises of La Confluence. Its base is largely open, in direct relation to the public space. The spaces are mutable, reversible, moldable thanks to a streamlined structure: posts, beams in glued laminated wood, with posts pushed back on the facade to facilitate the layout of office and housing floors, CLT floors with a span of 7 meters.

• 국제초고층학회논문집
• /
• 제2권1호
• /
• pp.79-83
• /
• 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
• /
• 제3권1호
• /
• pp.9-19
• /
• 2014

In this study the seismic performances of reinforced concrete apartment buildings with Y- and box-shaped plans having central core are investigated. Three types of model structures are designed for each shape depending on the amount of shear partition walls: structures with all shear walls, structures with all columns except the core walls, and structures with shear walls and columns combined. The required amount of concrete to satisfy the specified design loads is the largest in the all shear wall structures, and decreases as more and more shear walls are replaced with columns. The amount of re-bars increased significantly in the flat plate structures. According to nonlinear static and dynamic analysis results, the structures with all shear walls and all columns turn out to have the largest and the smallest strengths, respectively. However it is observed that even the all-column structures with shear core have proper load resisting capacity for design level seismic load.

• 국제초고층학회논문집
• /
• 제1권3호
• /
• pp.229-235
• /
• 2012

In this paper the progressive collapse potential of building structures designed for real construction projects were evaluated based on arbitrary column removal scenario using various alternate path methods specified in the GSA guidelines. The analysis model structures are a 22-story reinforced concrete moment frames with core wall building and a 44-story interior concrete core and exterior steel diagrid structure. The progressive collapse resisting capacities of the model structures were evaluated using the linear static, nonlinear static, and nonlinear dynamic analyses. The linear static analysis results showed that progressive collapse occurred in the 22-story model structure when an interior column was removed. However the structure turned out to be safe according to the nonlinear static and dynamic analyses. Similar results were observed in the 44-story diagrid structure. Based on the analysis results, it was concluded that, compared with nonlinear analysis procedures, the linear static method is conservative in the prediction of progressive collapse resisting capacity of building structure based on arbitrary column removal scenario.

• 국제초고층학회논문집
• /
• 제2권3호
• /
• pp.171-178
• /
• 2013

The emergence of a growing number of tall buildings, often with unusual shapes and innovative structural systems, has led to the realization of the need for and the importance of field measurements. The new China Central Television (CCTV) Tower in Beijing is one of tall buildings with a highly unusual shape and a complex structural system, requiring field measurements to identify its dynamic characteristics for the subsequent dynamic analysis of the tower under wind excitation, seismic-induced ground motion and traffic-induced ground motion. The structural system and the finite element model of the CCTV Tower are first introduced in this paper. The computed natural frequencies and mode shapes are then presented as a reference for the field measurement. After introducing the arrangement of the ambient vibration measurement, the field measured natural frequencies and damping ratios of the CCTV Tower are presented and the measured natural frequencies are finally compared with the computed ones. It was found that the structural damping ratios of the CCTV Tower are small and the computed natural frequencies are smaller than the measured ones by about 12~17%.

• 국제초고층학회논문집
• /
• 제3권4호
• /
• pp.285-296
• /
• 2014

The objective of optimization is to present a design process that minimizes the total material consumption while satisfying current codes and specifications. In the research an optimization formulation for RC shear wall structures is proposed. And based on conceptual design methodology, an optimization process is investigated. Then optimal design techniques and specific explanations are introduced for residential buildings with shear wall structure, especially for that with a rectangular layout. An example of 30-story building is presented to illustrate the effectiveness of the proposed optimal design process. Furthermore, the influence of aspect ratio on the concrete consumption and the steel consumption of the superstructure are analyzed for this typical RC shear wall structure; and their relations are obtained by regressive analysis. Finally, the optimal material consumption is suggested for the residential building with RC shear wall structure and with rectangular layout. The relation and the data suggested can be used for guiding the design of similar RC shear wall structures.