正在自动计算分配了铰特性的构件的具体铰特性值. 5879 of 5879 (100.00%)
正在生成静力弹塑性分析信息. 结束.

-----------------------------------------S T A R T I N G S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1400.0 MBYTES
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 3536 OF 3536
SUPER ELEMENT STIFFNESS AND LOADS MATRICES WILL NOW BE FORMED
WALL TYPE SUPER ELEMENT NO. : 7201 OF 7201
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 337899
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY PUSHOVER ANALYSIS (SIM)
FORM PUSHOVER LOADS.

TOTAL NUMBER OF FRAME HINGES STATUS : 6153 ( 4.319 MBYTES )
TOTAL NUMBER OF WALL HINGES STATUS : 1215453 ( 199.373 MBYTES )

< PUSHOVER LOADCASE NO. 0 / 2 (INITIAL LOADCASE) >
* INCREMENT METHOD : FORCE CONTROL
* MULTI-FRONTAL SOLVER USING FILE STORAGE

----INC. STEPS- ----SUBSTEPS- --ITERATION- ---CRNT STIF(%)- --LOAD PRAMTER- --ELAPSED / TOTAL TIME----
1 / 1 4 31 100.00 / 100.00 1.000 46'45".790 / 46'45".790

* ELEMENT OUTPUT

DISPLACEMENT/FORCE/STRESS OUTPUT.
PREPARING FOR DIS/VEL/ACC 100 %
SUPER ELEMENT INTERNAL PUSHOVER STEP DISPLACEMENT RECOVERY
WALL TYPE SUPER ELEMENT ORIGIN NO. : 7201 OF 7201
ELEM. : 3536 OF 3536
COLUM MEMBER. : 15 OF 15
BEAM MEMBER. : 3452 OF 3452
NONLINEAR FRAME HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-COLUMN HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-BEAM HINGE RESULT OUTPUT : 100 %
SUPER ELEMENT INTERNAL ELEMENT STRESS RECOVERY
WALL TYPE SUPER ELEMENT NO. : 7201 OF 7201

< PUSHOVER LOADCASE NO. 1 / 2 >
* INCREMENT METHOD : DISPLACEMENT CONTROL( Maximum Translational Displacement )
* STEPPING CONTROL OPTION : AUTO STEPPING LEVEL-1
* ANALYSIS OPTION : NONE
* CONSIDERING INITIAL LOADCASE
* MULTI-FRONTAL SOLVER USING FILE STORAGE

----INC. STEPS- ----SUBSTEPS- --ITERATION- ---CRNT STIF(%)- --LOAD PRAMTER- --ELAPSED / TOTAL TIME----
14 ( 9.8%) 32 575 30.87 / 100.00 0.011 10:41'48" / 109:09'54"

[ AUTO STOPPING !!! ] >>> THE MAXIMUM INTER-STORY DEFORMATION ANGLE IS GREATER THAN THE LIMIT ONE
LIMIT INTER-STORY DEFORMATION ANGLE..................: 0.8696E-02
CURRENT INTER-STORY DEFORMATION ANGLE - X-DIR........: 0.7285E-01

>>> STORY NO : Base : 63F
CURRENT INTER-STORY DEFORMATION ANGLE - Y-DIR........: 0.1034E+00

>>> STORY NO : Base : 45F

* ELEMENT OUTPUT
DISPLACEMENT/FORCE/STRESS OUTPUT.
PREPARING FOR DIS/VEL/ACC 100 %
SUPER ELEMENT INTERNAL PUSHOVER STEP DISPLACEMENT RECOVERY
WALL TYPE SUPER ELEMENT ORIGIN NO. : 7201 OF 7201
ELEM. : 3536 OF 3536
COLUM MEMBER. : 15 OF 15
BEAM MEMBER. : 3452 OF 3452
NONLINEAR FRAME HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-COLUMN HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-BEAM HINGE RESULT OUTPUT : 100 %
SUPER ELEMENT INTERNAL ELEMENT STRESS RECOVERY
WALL TYPE SUPER ELEMENT NO. : 7201 OF 7201

< PUSHOVER LOADCASE NO. 2 / 2 >
* INCREMENT METHOD : DISPLACEMENT CONTROL( Global Control )
* STEPPING CONTROL OPTION : AUTO STEPPING LEVEL-1
* ANALYSIS OPTION : NONE
* CONSIDERING INITIAL LOADCASE
* MULTI-FRONTAL SOLVER USING FILE STORAGE

----INC. STEPS- ----SUBSTEPS- --ITERATION- ---CRNT STIF(%)- --LOAD PRAMTER- --ELAPSED / TOTAL TIME----
5 ( 14.6%) 12 288 0.00 / 100.00 -0.003 4:17'56" / 29:23'40"

[ AUTO STOPPING !!! ] >>> THE MAXIMUM INTER-STORY DEFORMATION ANGLE IS GREATER THAN THE LIMIT ONE
LIMIT INTER-STORY DEFORMATION ANGLE..................: 0.8696E-02
CURRENT INTER-STORY DEFORMATION ANGLE - X-DIR........: 0.1326E+00

>>> STORY NO : Base : 63F
CURRENT INTER-STORY DEFORMATION ANGLE - Y-DIR........: 0.1084E+00

>>> STORY NO : Base : 63F

* ELEMENT OUTPUT
DISPLACEMENT/FORCE/STRESS OUTPUT.
PREPARING FOR DIS/VEL/ACC 100 %
SUPER ELEMENT INTERNAL PUSHOVER STEP DISPLACEMENT RECOVERY
WALL TYPE SUPER ELEMENT ORIGIN NO. : 7201 OF 7201
ELEM. : 3536 OF 3536
COLUM MEMBER. : 15 OF 15
BEAM MEMBER. : 3452 OF 3452
NONLINEAR FRAME HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-COLUMN HINGE RESULT OUTPUT : 100 %
NONLINEAR WALL-BEAM HINGE RESULT OUTPUT : 100 %
SUPER ELEMENT INTERNAL ELEMENT STRESS RECOVERY
WALL TYPE SUPER ELEMENT NO. : 7201 OF 7201

-----------------------------------------S O L U T I O N T E R M I N A T E D
ANALYSIS IS SUCCESSFULLY COMPLETED.......E:\单塔PUSHOVER\0322B
TOTAL SOLUTION TIME..: 58335.19 [SEC]
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[提示] 不能继续进行分析.