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首页> 外文期刊>Journal of structural engineering >Fully Reversed Cyclic Loading Of Shear Walls Fastened With Engineered Nails
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Fully Reversed Cyclic Loading Of Shear Walls Fastened With Engineered Nails

机译:用工程钉固定的剪力墙的完全反向循环荷载

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摘要

Fifteen shear walls, each constructed with either conventional or engineered sheathing nails, were tested under fully reversed cyclic loads. Four types of conventional nails (named 0.113, 0.113R, 0.131, and 0.148 nails) and three types of engineered nails (named EN1, EN2L, and EN2H nails) were used. Walls with EN1 nails exhibited the highest ultimate load capacity; walls with 0.148 and 0.131 nails had 18 and 26% reduction in load capacity when compared to walls with EN1 nails. The ultimate load of walls with EN2H nails, though 15% less than that of walls with EN1 nails was greater than that of any other wall. The load capacity of walls with EN2H nails was 8% greater than that of walls with EN2L nails and greater than that of walls with 0.113 and 0.131 nails by 24 and 14%, respectively. Walls with 0.113 and 0.113R had basically the same load capacity. The stiffest walls were those with 0.148 nails with stiffness 10% greater than those with EN1 nails. The stiffness of walls with EN1 nails was effectively equal to that of walls with 0.131 nails. The stiffnesses of walls with EN2L and EN2H nails were basically the same. The stiffness of walls with EN2 nails was 20 and 26% smaller than that of walls with 0.113 and 0.131 nails, respectively. Walls with 0.113R were the least stiff walls; their stiffness was 44% lower than that of walls with 0.148 nails. The displacement capacity of walls with EN1 nails was 89 and 97% of that of walls with 0.131 and 0.148 nails, respectively. Walls with 0.113 and 0.131 nails had essentially the same displacement capacity. Compared to walls with 0.113 and 0.131 nails, walls with EN2L nails had an 8% increase while walls with EN2H nails had a 4% decrease in displacement capacity. Walls with 0.113R nails exhibited the lowest displacement capacity, only 75% of that of walls with EN1 nails. Walls with EN1 nails dissipated slightly more energy than those with 0.148 nails; they dissipated approximately 16% more energy than those walls with 0.131 nails. Walls with EN2H and 0.131 nails dissipated basically the same amount of energy. Walls with EN2L nails dissipated 5% less energy than walls with EN2H and 0.131 nails. Walls with EN2L and EN2H nails dissipated, respectively, 5 and 10% more energy than walls with 0.113 nails. Walls with 0.113R nails dissipated the lowest amount of energy, 75% of that dissipated by walls with EN1 nails.
机译:在完全反向的循环载荷下测试了十五个剪力墙,每个剪力墙都用常规或工程用护套钉构造。使用了四种类型的常规指甲(分别命名为0.113、0.113R,0.131和0.148指甲)和三种类型的工程指甲(分别命名为EN1,EN2L和EN2H指甲)。带有EN1钉子的墙具有最高的极限承载能力。与使用EN1钉子的墙相比,使用0.148和0.131钉子的墙的承载能力降低了18%和26%。带有EN2H钉子的墙的极限载荷虽然比带有EN1H钉子的墙的极限载荷小15%,但比其他任何墙都要大。使用EN2H钉的墙的承载能力分别比使用EN2L钉的墙的承载能力大8%,比使用0.113和0.131钉的墙的承载能力分别大24%和14%。具有0.113和0.113R的墙具有基本相同的负载能力。最坚硬的墙是使用0.148钉的墙,其刚度比使用EN1钉的墙高10%。 EN1钉子的墙的刚度实际上等于0.131钉子的墙的刚度。 EN2L和EN2H钉子的墙的刚度基本相同。带有EN2钉的墙的刚度分别比带有0.113和0.131钉的墙的刚度小20%和26%。具有0.113R的墙是最不硬的墙。它们的刚度比使用0.148钉子的墙低44%。带有EN1钉的墙的位移能力分别为带有0.131和0.148钉的墙的位移能力。带有0.113和0.131钉子的墙具有基本相同的位移能力。与带有0.113和0.131钉子的墙相比,带有EN2L钉子的墙增加了8%,而带有EN2H钉子的墙的位移能力降低了4%。带有0.113R钉子的墙的位移能力最低,仅为带有EN1钉子的墙的75%。带有EN1钉子的墙比带有0.148钉子的墙耗散更多的能量。与耗散0.131颗钉子的墙壁相比,它们耗散的能量大约多16%。带有EN2H和0.131钉子的墙耗散的能量基本相同。带有EN2L钉子的墙的能耗比带有EN2H和0.131钉子的墙的能耗低5%。带有EN2L和EN2H钉子的墙比带有0.113钉子的墙分别耗散了5%和10%的能量。带有0.113R钉子的墙耗散的能量最低,只有带有EN1钉子的墙耗散的能量的75%。

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