• 한국공간구조학회논문집
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• 제20권1호
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• pp.49-59
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• 2020

This study investigates the wind pressure characteristics of elliptical plan retractable dome roof. Wind tunnel experiments were performed on spherical dome roofs with varying wall height-span ratios (0.1~0.5) and opening ratios (0%, 10%, 30% and 50%), similar to previous studies of cirular dome roofs. In previous study, wind pressure coefficients for open dome roofs have been proposed since there are no wind load criteria for open roofs. However, in the case of Eeliptical plan retractable dome roof, the wind pressure coefficient may be largely different due to the presence of the longitudinal direction and transverse direction. The analysis results leads to the exceeding of maximum and minimum wind pressure coefficients KBC2016 code.

• 한국공간구조학회논문집
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• 제18권3호
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• pp.125-132
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• 2018

The biggest impact on the cladding design of buildings is wind loads. Wind tunnel tests were conducted to examine the applicability of current wind load standards about membrane retractable roof spatial structure. A dome model with a circular shape that is retractable to the center of the dome was made (Opening ratio = 0, 10, 30, 50). In addition, height adjustable turntables were made and tested with five patterns with H/D = 0.1, 0.2, 0.3, 0.4 and 0.5. The maximum wind pressure coefficient and the minimum wind pressure coefficient for the cladding were analyzed and the experimental wind pressure coefficient were compared with the current wind load standards, KBC2016 and AIJ-RLB(2015). The experimental value and the reference value of the enclosed roof were very similar and showed possibility of application, but opened roof case was found that the reference value was underestimated.

• 한국공간구조학회논문집
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• 제21권1호
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• pp.41-49
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• 2021

In this study the characteristics of wind pressure that are depending on the open type of retractable dome roof were analyzed according to the wind pressure coefficient and wind pressure spectrum. The analysis results showed that the open type and shape of the roof both had a significant impact on the wind pressure changing. In case of the edge to center open type, the wind pressure has not changed much because of the complex turbulence of flow and open area. On the other hand, in case of the center to edge open type, it has confirmed that wind pressure increases due to the separation of flow in windward and open area.

• 한국공간구조학회논문집
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• 제24권2호
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• pp.101-109
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• 2024

In this study, the characteristics of wind pressure distribution on circular retractable dome roofs with a low rise-to-span ratio were analyzed under various approaching flow conditions by obtaining and analyzing wind pressures under three different turbulent boundary layers. Compared to the results of previous studies with a rise-to-span ratio of 0.1, it was confirmed that a lower rise-to-span ratio increases the reattachment length of the separated approaching flow, thereby increasing the influence of negative pressure. Additionally, it was found that wind pressures varied significantly according to the characteristics of the turbulence intensity. Based on these experimental results, a model for peak net pressure coefficients for cladding design was proposed, considering variations in turbulence intensity and height.

• 한국공간구조학회논문집
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• 제7권2호
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• pp.105-114
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• 2007

최근 다양한 목적의 대공간 사용이 보편화되고 있다. 이들 공간에 대한 다목적요구로 인해 최근 건립되는 대형 스포츠시설들은 스포츠뿐만 아니라 공연과 같은 다양한 이벤트를 수용하도록 요구받고 있다. 다양한 이벤트 상태의 제공을 위해서 건물의 일부를 부분적으로 개폐하는 방식의 사용이 빈번해지고 있으며 이와 같은 부분적 개폐는 자유음장과 확산음장의음향적 연결을 초래하여 음향설계단계에서 어려움을 초래할 것으로 예상된다. 본 연구에서는 1/10 축소모형을 이용하여 확산음장과 자유음장의 음향적 연결에 따른 음장의 음향특성을 측정 분석하였다. 연구결과, 저중주파수 대역에서의 잔향시간은 개구율이 증가함에 따라 고주파수 대역에서보다 빠른 감쇠를 나타내었다. 또한 EDT는 모든 주파수대역에서 개구율 증가에 선형적으로 비례하여 감쇠하는 것으로 나타났다. 명료도는 개구율이 12.5%에 이르기까지 거의 영향을 받지 않으며 그 이후에는 선형적으로 비례하여 증가하였다. 에너지 감쇠패턴의 분석결과, 이중 및 삼중의 감쇠패턴이 나타나고 있으며, Schroeder 적분에 의한 잔향시간의 산출은 부적절한 것으로 판단된다. 따라서 부분적 개방형 공간의 잔향예측에 있어서 EDT가 보다 적절한 것으로 판단된다.