• Aerospace Industry
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• v.57
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• pp.34-37
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• 1997

지난 6월의 파리 에어쇼에서 여러가지 최신형 항공기 실물이나 모형이 전시된 가운데 한쪽에서 특이한 대형 항공기가 전시되고 있었다. 그리고 이 항공기 앞에는 내부에 들어가 보려고 순서를 기다리는 관중들의 행렬이 길게 줄서 있어 눈길을 끌었다.

• 주택과사람들
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• s.210
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• pp.76-81
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• 2007

부동산 펀드에 투자자들의 관심이 집중되고 있다. 정부의 각종 세금 정책으로 부동산 실물 투자엔 찬바람이 불고 있는 반면, 펀드는 정기 예금 금리보다 훨씬 높은 수익률로 재미가 쏠쏠하기 때문. 투자자들의 관심을 증폭시키는 부동산 펀드를 집중 분석한다.

• Proceedings of the Korea Technology Innovation Society Conference
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• 2004.11a
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• pp.574-585
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• 2004

• Computational Structural Engineering
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• v.20 no.1 s.75
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• pp.71-77
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• 2007

• The Magazine of the IEIE
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• v.43 no.8
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• pp.49-59
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• 2016

• 환경사랑
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• s.27
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• pp.12-13
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• 2001

스티로폴은 탁월한 충격 흡수력과 방수성, 단열성 등의 특성 때문에 제품 완충재나 포장 용기로 널리 애용되고 있다. 최근에는 성형과 착색이 용이해 방송용 소품, 가게의 디스플레이 소품, 또는 실물의 이미테이션으로도 용도가 넓혀지고 있다. 이렇게 널리 활용되고 있는 스티로폴의 다양한 용도에 대해 알아보자.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 1995.06b
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• pp.0.1-3
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• 1995

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.31 no.2
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• pp.15-21
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• 2002

공중화장실물 대상으로 화장실 내의 환경을 쾌적하게 유지하면서 에너지 절약을 꾀할 수 있는 환경친화적인 건축계획 방안에 초점을 맞추고자 한다.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.6 s.52
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• pp.103-114
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• 2006

Forced vibration testing is important for correlating the mathematical model of a structure with the real one and for evaluating the performance of the real structure. There exist various techniques available for evaluating the seismic performance using dynamic and static measurements. In this paper, full scale forced vibration tests simulating earthquake response are implemented by using a hybrid mass damper. The finite element (FE) model of the structure was analytically constructed using ANSYS and the model was updated using the results experimentally measured by the forced vibration test. Pseudo-earthquake excitation tests showed that HMD induced floor responses coincided with the earthquake induced ones which were numerically calculated based on the updated FE model.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.2
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• pp.389-402
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• 2014

In this paper, the load test of full-scale precast concrete arch bridges considering reinforced joint and backfill was conducted. It is an improved method that the reinforced joint enhanced the structural performance of conventional masonry arch system which was proposed by previous researchers. The models of full-scale test are $10m(span){\times}3m$ (rise) and $10m(span){\times}2m$ (rise), which are 2 meters in width. The critical load position was shown at a third-span from the results of the pre-analysis. Based on the this results, the positions of load, measuring items and points were determined in experiments. As a result, the maximum load capacity of the specimen $10m{\times}2m$, a relatively small rise to span ratio (compared to the specimen $10m{\times}3m$), was higher than the specimen $10m{\times}3m$. It was evaluated that all the specimens have sufficient structural performance on the design load.