田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c u)vclt, edu, 24 kn...

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Page 1: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
shin
長方形
Page 2: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 3: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 4: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 5: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 6: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 7: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 8: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 9: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 10: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
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テキストボックス
短期 fc=16N/mm2 ft=345N/mm2 fc/ft=0.046 複筋比: γ=ac/at ac:圧縮側鉄筋断面積 at:引張り側鉄筋断面積
Page 11: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 12: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 13: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 14: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 15: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 16: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 17: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 18: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 19: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 20: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 21: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 22: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 23: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200
Page 24: 田守講義資料tamori.3zoku.com/disaster_prevention/dynamicdesign/ref/...c U)VClt, EDU, 24 kN (2001) J 3.5kN/m2 3.2kN/m2 2.1 klN/m2 2kN/m 182 SD 345 SD 295 SD 345 SD 295 220 200