• Korean Architects
• /
• no.10 s.199
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• pp.5-19
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• 1985

• Korean Architects
• /
• no.7 s.184
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• pp.3-13
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• 1984

• Korean Architects
• /
• no.8 s.244
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• pp.7-21
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• 1989

• Korean Architects
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• no.11 s.403
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• pp.42-49
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• 2002

• Korean Architects
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• s.470
• /
• pp.30-35
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• 2008

• Korean Architects
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• s.609
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• pp.52-57
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• 2020

• Korean Architects
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• s.655
• /
• pp.114-117
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• 2023

• Journal of the Korean housing association
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• v.16 no.2
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• pp.27-35
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• 2005

Liturgical space is the most important in the spaces of catholic church architecture. But Since 1980's, korea catholic church has concentrated on functionality, decoration and sensuous expression. Thus this study analyzed the catholic liturgical space for reinforcing the present status of catholic church through Pyeongtaek district's parish in Diocese of Suwon. Although there are many compositional elements in catholic liturgical space, this study focused on the figures of church plane, the arrangement of nave's chair, the condition of sanctuary and the place of sacristy etc. Though there are many changes in composition elements of liturgical space by the 2nd Council of the Vatican, composition elements of site(shape, price, access road, area etc.) have an effect on liturgical space, too. But up to now, despite the necessity of the principles of liturgical space which are yet to be lacked.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.23 no.11
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• pp.987-995
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• 2013

One of the most important processes to accurately predict structural responses is to evaluate accurate structural dynamic characteristics using finite element(FE) models. The numerical structural dynamic characteristics usually show considerable discrepancies with the measured ones because structural details are commonly simplified in the FE models. To identify such discrepancies, FE models of them have been calibrated using the measured dynamic characteristics in previous researches. In this study, the dynamic characteristics were measured for a historic cathedral and the FE model of it was calibrated using the measured results as a reference. Finally, a procedure of the FE model construction for the unreinforced masonry cathedral were tentatively proposed.

• Korean Architects
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• no.2 s.274
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• pp.20-47
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• 1992