• Smart Structures and Systems
• /
• 제16권4호
• /
• pp.607-621
• /
• 2015

Wireless sensor technology has been opened up numerous opportunities to advanced health and maintenance monitoring of civil infrastructure. Compare to the traditional tactics, it offers a better way of providing relevant information regarding the condition of building structure health at a lower price. Numerous domestic buildings, especially longer-span buildings have a low frequency response and challenging to measure using deployed numbers of sensors. The way the sensor nodes are connected plays an important role in providing the signals with required strengths. Out of many topologies, the dense and sparse topologies wireless sensor network were extensively used in sensor network applications for collecting health information. However, it is still unclear which topology is better for obtaining health information in terms of greatest components, node's size and degree. Theoretical and computational issues arising in the selection of the optimum topology sensor network for estimating coverage area with sensor placement in building structural monitoring are addressed. This work is an attempt to fill this gap in high-rise building structural health monitoring application. The result shows that, the sparse topology sensor network provides better performance compared with the dense topology network and would be a good choice for monitoring high-rise building structural health damage.

• Structural Engineering and Mechanics
• /
• 제46권2호
• /
• pp.197-212
• /
• 2013

With more and more high-rise building being constructed in recent decades, bluff body flow with high Reynolds number and large scale dimensions has become an important topic in theoretical researches and engineering applications. In view of mechanics, the key problems in such flow are high Reynolds number turbulence and fluid-solid interaction. Aiming at such problems, a parallel fluid-structure interaction method based on socket parallel architecture was established and combined with the methods and models of large eddy simulation developed by authors recently. The new method is validated by the full two-way FSI simulations of 1:375 CAARC building model with Re = 70000 and a full scale Taipei101 high-rise building with Re = 1e8, The results obtained show that the proposed method and models is potential to perform high-Reynolds number LES and high-efficiency two-way coupling between detailed fluid dynamics computing and solid structure dynamics computing so that the detailed wind induced responses for high-rise buildings can be resolved practically.

• KIEAE Journal
• /
• 제13권6호
• /
• pp.77-82
• /
• 2013

Light environment in the school building is one of the most important elements of the plan in order to improve student's ability to learn and the healthy growth. Thus, the window plan of the school building is a great addition to improve environmental-friendly performance through the daylight control. Daylight is highly beneficial for improving the indoor environmental quality and reducing building energy consumption, daylighting applications are scarcely considered, especially during the school building design process, because of lack of previous studies on the light environment of student and complex simulation process. Therefore, daylighting process were performed using ECOTECT, which has various advantage such as easy user interface and simple simulation processes. ECOTECT simulation were performed using weather data. As a result, ECOTECT simulation are performed for daylight autonomy and useful daylight illuminance. Using this data, Window planing is to propose and effective method in the early stages of design.

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

• International Journal of Computer Science & Network Security
• /
• 제21권8호
• /
• pp.167-176
• /
• 2021

This is the world of computer science and innovations. In this modern era, every day new apps, webs and software are being introduced. As well as new apps and software are being introduced, similarly threats and vulnerable security matters are also increasing. Web apps are software that can be used by customers for numerous useful tasks, and because of the developer experience of good programming standards, web applications that can be used by an attacker also have multiple sides. Web applications Security is expected to protect the content of critical web and to ensure secure data transmission. Application safety must therefore be enforced across all infrastructure, including the web application itself, that supports the web applications. Many organizations currently have a type of web application protection scheme or attempt to build/develop, but the bulk of these schemes are incapable of generating value consistently and effectively, and therefore do not improve developers' attitude in building/designing stable Web applications. This article aims to analyze the attacks on the website and address security scanners of web applications to help us resolve web application security challenges.

• 한국컴퓨터그래픽스학회논문지
• /
• 제2권1호
• /
• pp.61-67
• /
• 1996

3차원 컴퓨터 그래픽스 응용 프로그램은 그래픽 객체(graphical object)들의 관리와 디스플레이(display), 그리고 객체들에 발생하는 이벤트(event)등을 처리해야만 한다. 하지만, 이들은 상당히 복잡한 일일뿐만 아니라 많은 그래픽스 응용 프로그램에 공통되는 내용들이기 때문에, 이런 응용 프로그램들에게 유연성을 제공하는 툴을 개발하려는 시도가 계속되어져 왔다. 본 논문에서는 사용하기 편리하고 쉽게 모델링과 렌더링을 할 수 있는 기능을 제공하며, 객체 지향 기법으로 설계되었기 때문에 확장이 용이한 그래픽스 툴킷의 설계 및 구현에 대해 설명한다.

• 지적과 국토정보
• /
• 제51권1호
• /
• pp.67-77
• /
• 2021

최근 스마트시티, 디지털 트윈, 자율주행, 스마트 건설 등의 분야가 발전하면서 각 분야에서 생산되는 다양한 데이터를 서로 연결하기 위한 매개체로서 공간정보의 가치가 매우 중요해지고 있다. 특히 데이터의 최신성을 위해 공간정보의 신속한 구축과 갱신이 필요하다. 본 연구에서는 정밀한 위치정확도가 이미 검증된 기구축 공간데이터를 이용하여 지상기준점 없이 제작된 영상기반 3차원 건물모델의 위치를 정합시킬 수 있는 소프트웨어 프로토타입을 개발하였다. 이 소프트웨어를 실험대상지역에 적용한 결과, 지상기준점 없이 제작된 3차원 건물모델과 기구축 공간데이터가 높은 위치 정합률을 보여 최신의 3차원 공간데이터를 필요로 하는 분야에 적용될 수 있음을 확인하였다.

• Wind and Structures
• /
• 제36권2호
• /
• pp.91-103
• /
• 2023

Tuned liquid dampers (TLDs) are increasingly being used as efficient dynamic vibration absorbers to mitigate wind-induced vibration in super high-rise buildings. However, the damping characteristics of screens and the control effectiveness of actual structures must be investigated to improve the reliability of TLDs in engineering applications. In this study, a numerical TLD model is developed using computational fluid dynamics (CFD) and a simulation method for achieving the coupled vibration of the structure and TLD is proposed. The numerical results are verified using shaking table tests, and the effects of the solidity ratio and screen position on the TLD damping ratios are investigated. The TLD control effectiveness is obtained by simulating the wind-induced vibration response of a full-scale structure-TLD system to determine the optimal screen solidity ratio. The effects of the structural frequency, damping ratio, and wind load amplitude on the TLD performance are further analyzed. The TLD damping ratio increases nonlinearly with the solidity ratio, and it increases with the screens towards the tank center and then decreases slightly owing to the hydrodynamic interaction between screens. Full-scale coupled simulations demonstrated that the optimal TLD control effectiveness was achieved when the solidity ratio was 0.46. In addition, structural frequency shifts can significantly weaken the TLD performance. The control effectiveness decreases with an increase in the structural damping ratio, and is insensitive to the wind load amplitude within a certain range, implying that the TLD has a stable damping performance over a range of wind speed variations.

• 한국항해항만학회지
• /
• 제36권6호
• /
• pp.449-458
• /
• 2012

최근 해상을 비롯한 수상공간에 다양한 플로팅 건축물이 계획되거나 설치되고 있다. 그러나 관련 법제도의 미비로 인하여 플로팅 건축물의 설계 및 건설 혹은 관리운영에서 많은 문제점이 발생되고 있으며 이는 플로팅 건축물의 활성화를 저해하는 중요한 요인이 되고 있다. 따라서 본 연구에서는 플로팅 건축물에 대한 국내 법제도 적용 사례 및 해외 관련 법제도 사례 조사를 실시하여 우리나라에서 플로팅 건축물의 법제도 개선을 위한 기초자료와 개선방향을 제시하였다. 연구결과 플로팅 건축물은 선박이 아닌 건물로서 법적 지위를 확보하며 플로팅 건축물 설치 특별구역을 설정하여 건물의 대지를 조성하고 별도 기술기준을 적용하며 건축인허가 및 등기 절차를 활용할 수 있도록 법제도 개선이 필요하다.

• 한국공간정보시스템학회 논문지
• /
• 제6권2호
• /
• pp.39-49
• /
• 2004

이동통신 환경의 분산 응용에서는 사용자나 단말기의 위치 이동을 파악하여 서비스를 지속할 수 있는 모바일 기술이 요구된다. 이 문제를 해결하기 위해 상황 인식 미들웨어를 이용해 모바일 네트워크 상에서 사용자 혹은 사용자 디바이스의 CPU속도, 메모리 그리고 가용배터리의 변화를 적절히 지원하기 위한 연구가 많이 진행되고 있다. 여기에는 사용자와 디바이스에 대한 프로파일, 상황의 메타데이터가 필수적이다. 본 논문에서는 상황인식의 동적 반영을 지원하는 미들웨어 서비스에 필요한 메타서버를 모델링하고 구축했다. 메타데이터는 프로파일, 정책, 사용자 선호도로 구성되며, 메타 서버는 미들웨어의 요청에 따라 서비스 가능한가를 판별 후, 결과를 돌려준다. 멀티미디어 스트림을 제공하는 이동동신 환경에서 사용자나 통신 단말기의 상황이 변동되는 시나리오에 적용해 보았다.