• Magazine of korean Tunnelling and Underground Space Association
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• v.11 no.3
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• pp.51-59
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• 2009

• The Monthly Technology and Standards
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• s.88
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• pp.44-44
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• 2009

• Korea Information Processing Society Review
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• v.7 no.2
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• pp.123-133
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• 2000

• The Monthly Technology and Standards
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• s.22
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• pp.24-24
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• 2003

• Electric Engineers Magazine
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• v.204 no.8
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• pp.10-17
• /
• 1999

• 레미콘
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• s.84
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• pp.63-84
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• 2005

본 자료는 2005년도 콘크리트(산업)기사 대비자료로서 콘크리트구조설계기준의 주요 개정 내용을 중심으로 회원사 여러분께 도움을 드리고자 편집게재 합니다

• Electric Engineers Magazine
• /
• v.205 no.9
• /
• pp.5-15
• /
• 1999

• Proceedings of the Korean Geotechical Society Conference
• /
• 2002.06a
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• pp.1-9
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• 2002

• Water for future
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• v.56 no.4
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• pp.45-53
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• 2023

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.16 no.2
• /
• pp.115-124
• /
• 2003

In this paper, the effects of vehicle loads on flat slab system are investigated on the basis of the previous studies for beam-gilder parking structural system. The influence surfaces of flat slab for a typical design section are constructed lot the purpose of obtaining maximum member forces under vehicle loads. In addition, the equivalent vehicle load factors for flat slab parking structures are suggested using artificial neural network. The network responses we compared with the results obtained by numerical analyses to verify the validation of Levenberg-Marquardt algorithm adopted as training method in this Paper. Many parameter studies for the flat slab structural system show dominant vehicle load effects at the center positive moments in both column and middle strips, like the beam-girder parking structural system.