• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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• pp.29-36
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• 1996

A procedure for the predictive control for structural vibration control in building subject to wind loads is presented. The building motions are modeled by the first mode of the response. Wind velocities are generated by the simulation using power spectral density function. Predictive control algorithm is the discrete-time formulation and that is developed as a control strategy that computes the control signal which makes the predicted process output equal to a desired process output. Results on the reduction of the dynamic response and control effectiveness of the algorithm are presented and discussed.

• 한국해양공학회지
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• 제4권2호
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• pp.172-172
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• 1990

• 한국전산구조공학회논문집
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• 제20권6호
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• pp.769-778
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• 2007

본 논문에서 건축구조물의 풍응답 구현을 위한 선형질량가진기(linear mass shaker, LMS)와 능동동조질량감쇠기(active tuned mass damper, ATMD)를 이용한 가진시스템을 제안한다. 가진시스템을 위한 가진기의 힘은 가진기에 의한 구조물의 목표응답의 전달함수를 사용하여 계산된다. 필터와 포락곡선함수는 예측하지 못한 모드응답에 의한 가진과 초기 과도응답을 제거함으로써 실제 바람에 의한 응답과 가진기에 의한 응답의 오차를 최소화하기 위하여 사용되었다. 수치예제로는 풍동실험을 통한 풍하중이 주어진 76층 벤치마크 구조물을 이용하여 수치해석을 수행하였으며, 그 결과는 특정층에 설치된 가진시스템은 풍하중이 전층에 가진되었을 때의 응답을 근사하게 구현할 수 있음을 보여준다. 제안된 방법에 의해 설계된 가진시스템은 실제 건축구조물의 풍응답 특성을 평가하는데, 그리고 풍하중을 받는 건물의 정확한 수치모델을 얻는데 효과적으로 사용될 수 있다.

• 대한원격탐사학회지
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• 제37권3호
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• pp.395-408
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• 2021

본 연구에서는 GIS와 CFD 모델을 이용하여 풍속과 풍향이 건물 화재에 미치는 영향을 조사하였다. 이를 위해, 2020년 10월 8일 울산의 한 아파트에서 발생한 화재 사고에 대한 수치 실험을 수행하였고, 현실적인 기상 조건을 반영하기 위하여 국지기상예보시스템(LDAPS)의 바람과 온위 자료를 초기·경계 자료로 사용하였다. 먼저, 현실적인 경계 조건을 사용하여 두 가지 수치 실험을 수행하였다(규준 실험에서는 건물 화재를 고려하고, 다른 실험에서는 건물 화재를 제외하고는 규준 실험과 동일한 기상 조건 이용). 그런 다음, 규준 실험과 유입 풍속과 방향이 다른 4개의 수치 실험을 추가로 수행하였다. 수치 실험 결과, 발화 지점이 건물 풍상측에 위치할 때에는 화재로 인한 강한 상승 기류가 건물 지붕과 풍하측 지역에 영향을 미쳤다. 또한, 대피층(15층)은 건물 풍상 측 벽면의 화재를 풍하측으로 확산시키는 역할을 했다. 유입 풍속이 약할수록 발화점 주변으로의 화재가 좁게 확산되었지만 건물 위로 화염이 도달하는 고도는 상승했다. 유입 풍향이 반대인 경우, 발화 지점이 풍하측에 위치할 때에는 화염이 건물 풍상 측으로 확산되지 않았다. 본 연구 결과는 풍속과 풍향이 화재가 발생한 건물 주변의 흐름과 온도(화염) 분포에 중요하다는 것을 보여준다.

• 한국전산구조공학회논문집
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• 제28권6호
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• pp.625-633
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• 2015

본 연구에서는 강풍 위험과 강풍 취약도의 합성곱을 통하여 강풍 위험도를 평가할 수 있는 확률적 체계를 수립하였으며, 수치적으로 개발한 모형으로 아파트 창호 시스템의 강풍 위험도를 평가하였다. 강풍 위험 모형은 1951년부터 2013년까지에 한반도에 영향을 준 태풍의 기후학적 자료를 몬테카를로 모사기법에 적용하여 개발되었다. 또한 몬테카를로 모사기법으로 창호 시스템의 저항성능과 풍하중의 확률 분포를 비교하여 강풍에 대한 4가지 피해단계의 구조적 파괴확률을 평가할 수 있는 취약도 모형이 개발되었다. 개발된 몬테카를로 모사기법으로 평가한 강풍 위험과 강풍 취약도는 각각 웨이블 분포와 로그정규분포로 곡선맞춤 되었으며, 합성곱을 통한 강풍 위험도 평가에 사용되었다. 본 연구에서 개발한 확률적 위험도 평가체계를 통하여 평가지역, 지표조도, 지형, 지붕 경사각, 건물 높이 등이 아파트 창호 시스템의 강풍 위험도에 미치는 영향성을 정량적으로 평가할 수 있었다. 향후 본 연구를 통하여 개발된 강풍 위험도 평가 모델은 평가지역의 존재하는 건축물에 대한 데이터베이스와 결합하여 손실추정 및 피해 저감대책 수립 등의 분야에서 활용이 가능할 것으로 판단된다.

• Wind and Structures
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• 제7권3호
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• pp.159-172
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• 2004

The study of how buildings affect wind flow is an important part of the research being conducted on urban climate and urban air quality. NJU-UCFM, a standard $k-{\varepsilon}$ turbulence closure model, is presented and is used to simulate how the following affect wind flow characteristics: (1) an isolated building, (2) urban canyons, (3) an irregular shaped building cluster, and (4) a real urban neighborhood. The numerical results are compared with previous researchers' results and with wind tunnel experiment results. It is demonstrated that the geometries and the distribution of urban buildings affect airflow greatly, and some examples of this include a changing of the vortices behind buildings and a "channeling effect". Although the mean air flows are well simulated by the standard $k-{\varepsilon}$ models, it is important to pay attention to certain discrepancies when results from the standard $k-{\varepsilon}$ models are used in design or policy decisions: The standard $k-{\varepsilon}$ model may overestimate the turbulence energy near the frontal side of buildings, may underestimate the range of high turbulence energy in urban areas, and may omit some important information (such as the reverse air flows above the building roofs). In ideal inflow conditions, the effects of the heights of buildings may be underestimated, when compared with field observations.

• 한국입자에어로졸학회지
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• 제15권4호
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• pp.149-157
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• 2019

Infiltration characteristics of airborne particulate matter had been investigated in real-life for about 90 days over 2 years in a Korean apartment building where a 3-person household had lived and the exclusive private area was 84.9 ㎡. Airtightness was measured by fan depressurization, and the ACH₅₀ was 2.41 times per hour. In and outdoor particle concentrations were measured by optical particle counters. Infiltration factors and filtration efficiencies of the house, which reflect the removal of outdoor particles penetrating building envelope and the deposition inside a building, were obtained from data screened based on an empirical evaluation process. Infiltration factor of fine particles showed a range from about 42% at 0.4 m/s of wind speed to 72% at 4.2 m/s of wind speed with closed windows and doors. Filtration efficiency was like a MERV 13 grade filter with an open window outside at a balcony at low outdoor wind speed under 1 m/s. The grade decreased to MERV 11 by opening another outside window at the other balcony. Filtration efficiencies decreased as much as 29% in average at a range of 0.3~2.5 ㎛.

• Wind and Structures
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• 제21권5호
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• pp.537-564
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• 2015

Excessive motions in buildings cause occupants to become uncomfortable and nervous. This is particularly detrimental to the tenants and ultimately the owner of the building, with respect to financial considerations. Serviceability issues, such as excessive accelerations and inter-story drifts, are more prevalent today due to advancements in the structural systems, strength of materials, and design practices. These factors allow buildings to be taller, lighter, and more flexible, thereby exacerbating the impact of dynamic responses. There is a growing need for innovative and effective techniques to reduce the serviceability responses of these tall buildings. The current study considers a case study of a real building to show the effectiveness and robustness of the TLD in reducing the coupled lateral-torsional motion of this high-rise building under wind loading. Three unique multi-modal TLD systems are designed specifically to mitigate the torsional response of the building. A procedure is developed to analyze a structure-TLD system using High Frequency Force Balance (HFFB) test data from the Boundary Layer Wind Tunnel Laboratory (BLWTL) at the University of Western Ontario. The effectiveness of the unique TLD systems is investigated. In addition, a parametric study is conducted to determine the robustness of the systems in reducing the serviceability responses. Three practical parameters are varied to investigate the robustness of the TLD system: the height of water inside the tanks, the amplitude modification factor, and the structural modal frequencies.

• 국제초고층학회논문집
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• 제10권2호
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• pp.93-97
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• 2021

Supplementary damping systems, such as tuned mass dampers (TMDs) and tuned sloshing dampers (TSDs) - also known as tuned liquid dampers (TLDs) - have been successfully employed to reduce building motion during wind events. A design of a damping system consisting of a TMD and two TSDs performing in unison has been developed for a tall building in Taiwan to reduce wind-induced motion. The architecturally exposed TMD will also be featured as a tourist attraction. The dual-purpose TSD tanks will perform as fire suppression water storage tanks. Linearized equivalent mechanical TSD and TMD models are coupled to the structure to simulate the multi-degree of freedom system response. Frequency response curves for the structure with and without the damping system are created to evaluate the performance of the damping system. The performance of the combined TMD-TSD system is evaluated against a conventional TMD system by computing the effective damping produced by each system. The proposed system is found to have superior performance in acceleration reduction. The combined TMD-TSD system is an effective and affordable means to reduce the wind-induced resonant response of tall buildings.

• 한국태양에너지학회 논문집
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• 제32권5호
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• pp.94-101
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• 2012

A Dokdo wind resource map has been drawn up for the Green Island Energy Master Plan according to Korea's national vision for 'Low Carbon Green Growth'. The micro-siting software WindSim v5.1,which is based on Computational Flow Analysis, is used with MERRA reanalysis data as synoptic climatology input data, and sensitivity analysis on turbulence model is accompanied. A wind resource assessment has been conducted for the Dokdo wind power dissemination plan, which consists of two 10kW wind turbines to be installed at the Dongdo dock and Dokdo guard building. It is evaluated that the capacity factors at Dongdo dock and Dokdo guard building are about 20% and 30% respectively, and annual and hourly variations of wind power generation have been analyzed, but summertime energy production is predicted to be only 40% of wintertime energy production.