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lkys金蟲 (正式寫手)
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通過防護框架梁正截面配筋計算結(jié)果與試驗值比對發(fā)現(xiàn)，由于框架梁處于雙向配筋狀態(tài)，兩類防護框架正截面承載力試驗值均大于計算值。 防護框架梁 the protective frame beams |
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古可ぷ
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sltmac(金幣+1): 謝謝應(yīng)助~~ 2011-07-31 19:28:48
lkys(金幣+50, 翻譯EPI+1): 簡潔，清楚 2011-08-05 12:45:57
sltmac(金幣+1): 謝謝應(yīng)助~~ 2011-07-31 19:28:48
lkys(金幣+50, 翻譯EPI+1): 簡潔，清楚 2011-08-05 12:45:57
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normal section reinforcing bars正截面配筋 bearing capacity 承載力 Double Reinforcement 雙向配 state In comparison by the value of calculation and experiment of normal section reinforcing bars of the protective frame beams ，since the frame beams on the state of Double reinforcing，two kinds of the value of experiments are larger than calculations |
2樓2011-07-31 18:09:05
Carena
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sltmac(金幣+1): 謝謝交流~~ 2011-07-31 21:45:53
sltmac(金幣+1): 謝謝交流~~ 2011-07-31 21:45:53
| we found out by comparing the value of calculation and the value of experiment of normal section reinforcement of the protective frame beams that the value of experiment of both two protective frame beams’ bearing capacity was higher than that their correspondent value of calculation due to their two-way reinforcement status. |
3樓2011-07-31 20:04:56
4樓2011-07-31 20:27:49
phu_grassman
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sltmac(金幣+1): 感謝應(yīng)助~ 2011-08-03 21:43:19
sltmac(金幣+1): 感謝應(yīng)助~ 2011-08-03 21:43:19
By comparing the calculated value with the exprimental value of the protective frame beams' normal section reinforcing bars , we found that the test values of the normal section bearing capacity of two kind of protective frame beams were larger than the calculated values due to the double reinforcement of the frame beams. |
5樓2011-08-03 20:10:20
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