MULTI-FRONTAL SOLVERAVAILABLE MEMORY = 11.0 GBYTES WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ******** WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ******** WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ********CONSTRUCTION STEP NO. : 1 / 19 STAGE NO : 1 STEP NO : 1ENTRY PHASE FOR RENUMBERINGENTRY NUMBERING_EQNENTRY FORM_STIFF_MASS_LOADTHE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 342 OF 990ENTRY SOLUTION PHASEENTRY LOAD_BLOCKTOTAL NUMBER OF VALID DOFS IN MODEL : 2160ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-03ERROR NORM IS NaN or INFINITETHE PROGRAM IS ABORTED-------------------------------------------------------------ERRORS ENCOUNTERED. MIDAS JOB TERMINATED. REFER TO .OUT FILE-------------------------------------------------------------
作者: majm 时间: 7 小时前
可以把施工阶段分析步骤调到前面，一步步看。