• Cement
• /
• s.28
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• pp.17-20
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• 1969

• JOURNAL OF ELECTRICAL WORLD
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• no.12 s.18
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• pp.2-7
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• 1969

• The tire
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• s.21
• /
• pp.11-21
• /
• 1969

• The tire
• /
• s.21
• /
• pp.50-50
• /
• 1969

• The tire
• /
• s.24
• /
• pp.52-52
• /
• 1969

• The tire
• /
• s.22
• /
• pp.50-50
• /
• 1969

• Journal of the Korean Geotechnical Society
• /
• v.19 no.6
• /
• pp.351-361
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• 2003

Brick wall models with window opening, length 1.844m $\times$ height 0.6m, representing 2-story building was constructed on a scale of 1/10 of actual size of brick building for the investigation of damage mechanism. Six settlement troughs presenting six stages of excavation were simulated by Peck(1969) and O'Rourke et al.(1976) methods. The results from the model tests using Peck(1969) and O'Rourke et al.(1976) method indicated that angular distortion of brick wall by O'Rourke et at. method was 21% greater than that of Peck method. Horizontal displacement by O'Rourke et al.(1976) was 24% greater than that of Peck. When the degree of building damage for the O'Rourke et al. method of settlement trough is plotted on the damage level graph(Boscardin & Cording, 1989), damage level becomes much more severe than the level obtained by peck's method. Also, building stiffness and soil-structure interface are considered important factors of expressing building damage.

• KLA journal
• /
• v.10 no.8
• /
• pp.11-12
• /
• 1969

1969년 9월 11일 한국외국어대학에서 있었던 제8회 대학도서관대회에서 행한 강연의 초고를 간추린 것이다

• KLA journal
• /
• v.10 no.8
• /
• pp.24-27
• /
• 1969

• KLA journal
• /
• v.10 no.8
• /
• pp.7-10
• /
• 1969

이 글은 1969.9.11. 한국외국어대학 도서관에서 개최된 전국 대학 도서관대회에서 발표된 논문임.