最近做了一个JLQ结构的住宅,层间位移角控制在1/1890左右,但是有人说太小了,结构有点刚了我第一次做JLQ结构的,没什么经验,我想请问下大家,JLQ结构的高层建筑,一般层间位移角控制在什么范围,结构又经济而不会太柔?谢谢
最近做了一个JLQ结构的住宅,层间位移角控制在1/1890左右,但是有人说太小了,结构有点刚了
我第一次做JLQ结构的,没什么经验,我想请问下大家,JLQ结构的高层建筑,一般层间位移角控制在什么范围,结构又经济而不会太柔?谢谢
2楼
6度区多数是竖向荷载控制或风控制。
7度及以上区这个位移角太刚，不经济。
7度及以上区卡住规范就可以了。
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3楼
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4楼
结构太刚了，调整一下jlq，应该能省不少，不然会被甲方骂死
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5楼
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6楼
短肢剪力墙结构，8层，0.15g，三类，a组，位移角为1/1400。还有个6层的标准层一样，算了一下位移角为1/1500。
哪个高手给点建议，我还需要往下调整刚度吗？
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7楼
太刚的话不够经济，可以适当减少墙体
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8楼
就是，减少墙体，墙端部配筋应该简单不少
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9楼
规范上不是要控制在1/550
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10楼
这个肯定是越小越好了啊 你可以优化一下 认为不能去的剪力墙留下 然后看看这个位移角是多少
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11楼
这个肯定是越小越好了啊 你可以优化一下 认为不能去的剪力墙留下 然后看看这个位移角是多少
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