ETABS运行分析报错,请高手帮助。
xuxu5186
xuxu5186 Lv.9
2012年10月31日 12:54:51
来自于ETABS
只看楼主

* * * W A R N I N G * * * THE SOLUTION LOST 7.4 DIGITS OF ACCURACY FOR DOF UZ OF JOINT 5782 LOCATED AT X = 17.100000, Y = 5.400000, Z = 5.450000, STIFFNESS MATRIX DIAGONAL VALUE = 20575.287 * * * W A R N I N G * * *

* * * W A R N I N G * * *
THE SOLUTION LOST 7.4 DIGITS OF ACCURACY FOR DOF UZ OF JOINT 5782
LOCATED AT X = 17.100000, Y = 5.400000, Z = 5.450000,
STIFFNESS MATRIX DIAGONAL VALUE = 20575.287


* * * W A R N I N G * * *
NEGATIVE STIFFNESS FOUND DURING SOLUTION FOR DOF U2 OF CONSTRAINT 15
LOCATED AT X = 10.831962, Y = 5.413593, Z = 19.950000,
STIFFNESS MATRIX DIAGONAL VALUE = -8.1309E+06,


* * * W A R N I N G * * *
NEGATIVE STIFFNESS FOUND DURING SOLUTION FOR DOF U1 OF CONSTRAINT 16
LOCATED AT X = 10.831962, Y = 5.413593, Z = 17.050000,
STIFFNESS MATRIX DIAGONAL VALUE = -4.5792E+06,


* * * 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 UNDER P-DELTA LOADS (IF ANY), OR
- AN EIGEN SHIFT (IF ANY) ONTO A NATURAL FREQUENCY


弹出 Unable to complete operation 'RunAnalysis'!
免费打赏
wilei
2012年12月11日 10:00:09
2楼
遇到同样的问题了
不过之前我没导入荷载组合,刚刚改了现在再试算一次
回复

相关推荐

APP内打开