请问板柱剪力墙结构算出如下超限信息应怎么调整呢？

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| 第 6 层配筋、验算 柱墙活荷载折减系数 0.85 |
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** 节点域抗剪超限 N-C= 3 ( 11)Vjy= -2984. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 4 ( 11)Vjy= -2943. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 5 ( 11)Vjy= -2984. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 9 ( 9)Vjx= -2975. > FFC=0.45*fc*B*H= 1928.
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** 节点域抗剪超限 N-C= 10 ( 9)Vjx= -2975. > FFC=0.45*fc*B*H= 1928.
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** 节点域抗剪超限 N-C= 22 ( 10)Vjy= 2984. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 27 ( 10)Vjy= 2943. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 32 ( 10)Vjy= 2984. > FFC=0.45*fc*H*B= 1928.
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** 节点域抗剪超限 N-C= 39 ( 8)Vjx= 2975. > FFC=0.45*fc*B*H= 1928.
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** 节点域抗剪超限 N-C= 40 ( 8)Vjx= 2975. > FFC=0.45*fc*B*H= 1928.
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