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关注：1
2013-05-23 12:21
求翻译：Figure 6 and Figure 7 show the crack patterns and lateral force-drift response calculated for each of the test walls modelled. As shown in Figure 6, all the six walls formed two to three primary flexural cracks with some secondary cracks at the edge that did not propagate along the wall length. All six analyses were te是什么意思？ 待解决
 悬赏分：1
- 离问题结束还有
Figure 6 and Figure 7 show the crack patterns and lateral force-drift response calculated for each of the test walls modelled. As shown in Figure 6, all the six walls formed two to three primary flexural cracks with some secondary cracks at the edge that did not propagate along the wall length. All six analyses were te
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2013-05-23 12:21:38
正在翻译，请等待...
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2013-05-23 12:23:18
图6和图7裂缝仿造和为被塑造的其中每一计算的侧向力量漂泊反应测试墙壁的展示。如图6所显示，所有六墙壁形成了与一些次要镇压的两到三主要弯曲镇压在没有沿墙壁长度繁殖的边缘。
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2013-05-23 12:24:58
图6和图7展示为每一测试墙壁和侧向力量漂泊反应计算的裂缝样式被塑造。 如图6所显示，所有六墙壁形成了二到三主要flexural镇压与一些次要镇压在没有沿墙壁长度繁殖的边缘。 All six analyses were terminated when fracture of the vertical reinforcement occurred at lateral drifts of around 1.5%. The walls designed in accordance with current design standards showed an improved lateral-loa
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2013-05-23 12:26:38
图 6 和图 7 显示为每个测试墙计算的裂缝形态和侧向力漂移响应模型。如图 6 所示，所有的六个墙壁形成两至三主弯曲裂缝与一些次生裂缝在沿墙长度不是宣传的边缘。所有六个分析被终止时的竖向钢筋断裂发生在横向漂移的 1.5%左右。按照现今的设计标准设计的墙壁表明改进的侧向荷载响应时相比，作为建立网格-F 墙有漂移的能力只有 0.75%。然而，所有的墙的位移计算结果的能力是仍然低于允许的侧移限值为延性建筑。
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2013-05-23 12:28:18
正在翻译，请等待...
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