The column was fixed at its ends on

The column was fixed at its ends on a loading frame subjected to the axial compression ratio of 0.5 and a constant axial load of 200kN which simulated the axial force of the lower column as far as possible. Horizontal loads were imposed by force and displacement method. Each load step had two cycles back
and forth controlling by force before yielding of steel bars. While it had three times per cycle in amplitude level controlled by the displacement after yielding and then increased the load point displacement into the next load.

結果 (中文) 1:

列被固定在其两端受轴向压缩比为 0.5 和模拟尽可能下柱的轴向力的 200kN 恒定轴向载荷的加载框架上。水平荷载作用下强加的内力和位移的方法。每个载荷步了两个周期回来并提出控制武力的钢筋屈服之前。虽然每三次周期中幅水平由后屈服位移控制，然后增加到下一次加载加载点位移。

結果 (中文) 2:

柱固定在其上进行0.5的轴向的压缩比和为200kN的恒定轴向载荷而模拟下塔的轴向力尽可能的装载架端部。水平荷载由力和位移的方法征收。每个载荷步骤有两个循环回到
往复通过力控制得到的钢条之前。虽然它有每个循环三次，得到再经过由位移控制振幅电平增加荷载作用点位移到下一个负载。

結果 (中文) 3:

柱固定在轴压比为0.5和恒定的轴向载荷200kN模拟下柱的轴向力尽可能进行装载架两端。水平荷载作用下的受力和位移的方法是。每个载荷步有两个周期后，四
控制力之前，钢筋的屈服。而在幅值控制的水平位移屈服后再增加负荷点位移到下一个负载有每周三次。