非接触変位計測システムを用いた小型 RC 単柱の実験解析
Contents
1. 3 CS1 3 3 CS1 6 3 10 CS1 3 10 1 8 1 6 2 6 3 6 4 6 y 1 8 3 CS1 3 CS1 6 150mm Xx 150mm 600mm2. H 6 4 3 P 6 OI E 100 EE 1004 1 80 80 _ N 60 NN 60 4 3 40 40 O shear O shear O shear 20 6 O flex O flex O flex 0 4A
3. 10 3 Priestley M J N F Seible and GM Calvi Seismic Design and Retrofit of Bridges 1998 4
4. RC 1 RC RC RC 2 1 H PC 7Smm
5. P kN 15 20 30 20 30 8 mm mm mm a CS1 3 3 b CS1 6 3 c CS1 3 10 4 P O 7 Windows WinROOF 2
6. 3 7 5 Prie Priestley 2 BI 8 30 40 9 mm 30 40 9 mm 30 40 9 mm a CS1 3 3 b CS1 6 3 c CS1 3 10 3 3 Priestley Ri Ph AU P 6 H
7. 1 1 lt 5 1 1 5 gt Cr mm MPNVnm 9 NmmE AD Grmm 4 2 AOO7 Excel 6 spear 6 2 ey Words 5 P 8 Priestley A a
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