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有两个warning帮我看下如何解决

发布于:2010-07-27 13:21:27 来自:建筑结构/SAP2000 [复制转发]
* * * W A R N I N G * * *
ZERO VALUES WERE DETECTED ON THE DIAGONAL DURING EQUATION
ASSEMBLY.
THESE VALUES WERE CHANGED TO 0.1E-09
TO OBTAIN FURTHER INFORMATION, USE THE STANDARD SOLVER.


* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY

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只看楼主 我来说两句
  • lijiedsa
    lijiedsa 沙发
    楼主的模型肯定某些杆件的自由度释放过多了,有时间把模型上传,我帮你看看:)
    2010-08-01 11:50:01

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  • 黑马的小表哥
    我那个结构有30多米的钢桁架的悬挑。。。链接也应该没什么问题的,我在想是不是这样的状况下sap就会显示说你的结构不稳定?
    2010-07-28 14:26:28

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请问modal这个分析工况需要哪些荷载工况的组合?

我要进行模态分析,算结构的自振频率什么的,是不是还要加上活荷载的???或者帮我列下要加哪些项

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