Transcript http://nisee.berkeley.edu/software/

http://nisee.berkeley.edu/software
National Information Service for Earthquake Engineering
University of California, Berkeley
NISEE Software
Library CD-ROM
- 2nd Edition, Sold Out
•Source code for 114
programs in earthquake
engineering
NISEE Selected
Programs: Now
Available for Free
Download
•Drain 2D+, Drain-2DX,
Drain-3DX, DrainTabs,
Drain-Building
•Shake91
•Biax-2
•SAP-4
•ANSR-1, PC-ANSR
•CAL-91
•PC-FEAP
•NONSAP
•SIMQKE-1
•SIMQKE-2
•FLUSH
•ADAP-88
•EACD-3D-96
•LUSH-2
•QUAD-4
•EAGD-SLIDE
•Stabl
•Tower
•EQRISK
•CURVBRG
Software Links Outside NISEE:
•OpenSees - Open System for Earthquake Engineering
Simulation - PEER,University of California, Berkeley
•IDARC 2D - A program for inelastic analysis of structures,
SUNY Buffalo
•BiSPEC - Bidirectional linear and non-linear spectra of
earthquakes
•Finite Element plate analysis and reinforced concrete design
software and testing videos (in Spanish) by Prof. Luis M.
Bozzo of University of Girona, Spain
•Fortran Library Web Site
Πώς τρέχει το πρόγραμμα;
• Δημιουργία ενός φακέλου – π.χ. Drain
• Αρχεία που πρέπει να έχει ο φάκελος Drain – (1) το αρχείο δεδομένων
Drain.inp; (2) το executable αρχείο D2DX.EXE; (3) το αρχείο του σεισμού,
π.χ. Elcentro
• Κάνοντας διπλό κλικ πάνω στο exe αρχείο το πρόγραμμα τρέχει και
δημιουργεί σειρά από output αρχεία
Drain.inp
D2DX.EXE
Elcentro
Πατάω διπλό
κλικ στο exe
ΑΠΟ DOS
C:\Documents and Settings\STUDENT
C:\Documents and Settings\STUDENT>cd..
C:\Documents and Settings\cd..
C:\>
C:\>cd Drain
C:\Drain
C:\Drain\d2dx και πατώντας ENTER το πρόγραμμα τρέχει
Output files
INPUT DATA FILE: Drain.inp
Commands:
*STARTXX
*NODECOORDS
*RESTRAINTS
*SLAVING
*MASSES
*ELEMENTGROUP
*RESULTS
*NODALOAD
*ACCNREC
*PARAMETERS
*STAT
*ACCN
*STOP
ΠΡΟΣΟΧΗ ΣΤΙΣ ΜΟΝΑΔΕΣ!
Παράδειγμα:
5
Φ18
10
4
9
Φ10/150
Φ8/150
Φ14
Φ8/150
3
14
Φ18
3
3
8
13
Φ18
3
2
7
12
1
6
11
3
6
6
Φ8/150
Φ10/1
Παράδειγμα:
*STARTXX
FRAMEO1
0 1 0 1 FIRST FRAME :ANALYSH 1 3/1/2006
*NODECOORDS
C
1
0.0
0.0
C
5
0.0
12.0
5
10
C
10
6.0
0.0
5
C
6
6.0
0.0
3 4
C
11
6.0
0.0
6
9
C
14
12.0
9.0
L
1
5
1
3 3
8
L
6
10
1
L
11
14
1
3 2
7
*RESTRAINTS
S 111
1
6
5
S 111
6
11
5
3 1
6
*SLAVING
6
S 100
5
10
S 100
4
9
14
5
S 100
3
8
13
5
S 100
2
7
12
5
*MASSES
S 110 0.7696
5
10
5
1 1.2584
S 110 0.7696
4
14
5
1 1.2584
S 110 0.7696
3
13
5
1 1.2584
S 110 0.7696
2
12
5
1 1.2584
14
13
12
11
6
Παράδειγμα:
*ELEMENTGROUP
2 1 1
0.0012711
2 3 2
1 19.49E6
0.0 .3025 7.62E-3 4 4 2
2 1.41E6
0.0 .3384 38.64E-3 4 4 2
1
.275
.275
0
0
2
.0
.0
.0
.325
3
.0
.0
.325
.325
1 3 239.59 239.59 3951.9 3951.9 0.45 1.43 0.45 1.43
2 1 361.14 394.41
1
1
2
1 1 2 1 1
2
2
3
1 1 3 1 1
5
4
4
5
1 1 3 1 1
4
5
6
7
1 1 2 1 1
3 4
6
7
8
1 1 3 1 1
3
8
9
10
1 1 3 1 1
3
9
11
12
1 1 2 1 1
3
10
12
13
1 1 3 1 1
2
11
13
14
1 1 3 1 1
3 2
12
2
7
5 2 1 2 2
1
13
7
12
5 2 1 2 2
3 1
14
3
8
5 2 1 2 2
15
8
13
5 2 1 2 2
16
4
9
5 2 1 2 2
17
9
14
5 2 1 2 2
18
5
10
5 2 1 2 2
18
10
8
16
14
12
6
9
7
8
6
7
17
14
11
15
13
10
13
12
5
9
6
11
6
Παράδειγμα:
*RESULTS
NSD 001
1
14
1
E
001 1 1 11 1
E
001 1 12 18 1
*NODALOAD
VER1
S
0 -113.25
0
2
S
0 -226.50
0
7
S
0 -113.25
0
10
S
0 -226.50
0
12
*ACCNREC
ELC
ELC
(8F10.5)
1559 8 0 0
1
9810
*PARAMETERS
OD
0
0.02 0
0.02 0
*STAT
N VER1
1
L
1
1
*ACCN
31.1820000 1 0.02
1
ELC
*STOP
5
4
3 4
3
5
9
14
13
3 3
1
1
4
1
2
3 2
18
8
16
14
12
1
3 1
6
0.02
0.02
0.02
0
0.02 0
test
0.02
10
9
7
8
6
7
17
14
11
15
13
10
13
12
5
9
6
11
6
Επιταχυνσιογράφημα
format 8F(10.5) – (8 στήλες, 10 ψηφία τα 5 μετά την υποδιαστολή)
0.00630
-0.00128
0.00021
0.00416
0.00926
-0.03346
-0.08166
0.01338
-0.08513
-0.09324
0.08099
0.14562
-0.09334
-0.11309
0.16554
-0.00421
0.08163
0.03661
0.10487
0.01013
0.00715
0.19508
0.17311
0.02021
-0.02278
0.02280
-0.08585
-0.04069
0.05141
0.00364
0.00368
0.00444
0.00528
0.00892
-0.03201
-0.06846
0.03221
-0.12858
-0.09166
0.13350
0.16143
-0.13843
-0.04451
0.09912
0.29099
0.14491
0.00295
0.05895
-0.03071
-0.06350
0.12301
0.11283
-0.02530
-0.07686
-0.00996
-0.12148
0.00623
0.10420
0.00099
0.00864
0.00867
0.01653
-0.00486
-0.03056
-0.05527
0.05104
-0.17204
-0.09478
0.18600
0.17725
-0.18353
0.02407
0.03270
0.22380
0.20820
-0.03071
0.01303
-0.07156
-0.13415
0.05094
0.05255
-0.07081
-0.13095
-0.04272
-0.15711
0.05316
0.15699
0.00428 0.00758 0.01087 0.00682 0.00277
0.01360 0.00727 0.00094 0.00420 0.00221
0.01290 0.01713 -0.00343 -0.02400 -0.00992
0.02779 0.03904 0.02449 0.00995 0.00961
-0.01864 -0.03242 -0.03365 -0.05723 -0.04534
-0.02911 -0.02766 -0.04116 -0.05466 -0.06816
-0.04208 -0.04259 -0.04311 -0.02428 -0.00545
0.06987 0.08870 0.04524 0.00179 -0.04167
-0.12908 -0.08613 -0.08902 -0.09192 -0.09482
-0.09789 -0.12902 -0.07652 -0.02401 0.02849
0.23850 0.21993 0.20135 0.18277 0.16420
0.13215 0.08705 0.04196 -0.00314 -0.04824
-0.22863 -0.27372 -0.31882 -0.25024 -0.18166
0.09265 0.16123 0.22981 0.29839 0.23197
-0.03372 -0.10014 -0.16656 -0.23299 -0.29941
0.15662 0.08943 0.02224 -0.04495 0.01834
0.18973 0.17125 0.13759 0.10393 0.07027
-0.00561 0.01948 0.04458 0.06468 0.08478
-0.03289 -0.07882 -0.03556 0.00771 0.05097
-0.11240 -0.15324 -0.11314 -0.07304 -0.03294
-0.20480 -0.12482 -0.04485 0.03513 0.11510
-0.02113 -0.09320 -0.02663 0.03995 0.10653
-0.00772 0.01064 0.02900 0.04737 0.06573
-0.04107 -0.01133 0.00288 0.01709 0.03131
-0.18504 -0.14347 -0.10190 -0.06034 -0.01877
-0.02147 -0.00021 0.02104 -0.01459 -0.05022
-0.19274 -0.22837 -0.18145 -0.13453 -0.08761
0.10008 0.14700 0.09754 0.04808 -0.00138
0.20979 0.26258 0.16996 0.07734 -0.01527
********************************
RESULTS FOR ANALYSIS SEGMENT 2
********************************
ANALYSIS TYPE = *ACCN
ANALYSIS TITLE =
ENVELOPES FOR NODAL DISPLACEMENTS
TIME = 2.0000E-02, ANALYSIS SEGMENT 2
Node
Number
2
3
4
5
7
8
9
10
12
13
14
X-Displacement
Y-Displacement
R-Rotation
Positive Step Negative Step Positive Step Negative Step Positive Step
5.2886E-06
1.9215E-05
3.8310E-05
1.1605E-04
5.2886E-06
1.9215E-05
3.8310E-05
1.1605E-04
5.2886E-06
1.9215E-05
3.8310E-05
Negative Step
0 -1.9642E-03 1 0.0000E+00 0 -2.7201E-04 1 7.5083E-04 1 -6.9500E-06 0
0 -4.1440E-03 1 0.0000E+00 0 -4.5297E-04 1 4.7821E-04 1 -7.9974E-06 0
0 -5.3560E-03 1 0.0000E+00 0 -5.7165E-04 1 2.0870E-04 1 -2.2137E-05 0
0 -5.8340E-03 1 0.0000E+00 0 -6.3042E-04 1 7.1662E-05 1 -3.7167E-05 0
0 -1.9642E-03 1 0.0000E+00 0 -4.4444E-04 0 6.7749E-04 1 -3.9273E-06 0
0 -4.1440E-03 1 0.0000E+00 0 -7.3065E-04 0 4.5104E-04 1 -3.6679E-06 0
0 -5.3560E-03 1 0.0000E+00 0 -9.0241E-04 0 1.9461E-04 1 -1.2371E-05 0
0 -5.8340E-03 1 0.0000E+00 0 -9.5985E-04 0 8.8224E-05 1 -4.1564E-05 0
0 -1.9642E-03 1 0.0000E+00 0 -3.2064E-04 0 7.7465E-04 1 -9.8501E-07 0
0 -4.1440E-03 1 0.0000E+00 0 -4.9448E-04 0 4.7859E-04 1 -5.4669E-06 0
0 -5.3560E-03 1 0.0000E+00 0 -5.5265E-04 0 2.8756E-04 1 0.0000E+00 0
ENVELOPES FOR ELEMENT GROUP 1, TIME = 2.0000E-02, ANALYSIS SEGMENT 2
BEAM COLUMN ELEMENTS (TYPE 02)
Elem
No.
1
2
3
Node
No.
Bending Step
Shear Step
Axial Step Plas Hinge Step Accumulated
Moment No.
Force No.
Force No. Rotation No. Rotations
1 Positive 0.000E+00 0 0.000E+00 0 4.823E+02 1 0.000E+00 0 0.0000E+00
Negative -1.109E+02 1 -4.654E+01 1 0.000E+00 0 0.000E+00 0 0.0000E+00
2 Positive 0.000E+00 0 4.654E+01 1 0.000E+00 0 0.000E+00 0 0.0000E+00
Negative -4.383E+01 1 0.000E+00 0 -4.823E+02 1 0.000E+00 0 0.0000E+00
2 Positive 0.000E+00 0 0.000E+00 0 3.556E+02 1 0.000E+00 0 0.0000E+00
Negative -1.102E+01 1 -1.634E+01 1 0.000E+00 0 0.000E+00 0 0.0000E+00
3 Positive 0.000E+00 0 1.634E+01 1 0.000E+00 0 0.000E+00 0 0.0000E+00
Negative -3.801E+01 1 0.000E+00 0 -3.556E+02 1 0.000E+00 0 0.0000E+00
3 Positive 4.029E+00 1 0.000E+00 0 2.332E+02 1 0.000E+00 0 0.0000E+00
Negative -1.430E+00 0 -6.209E+00 1 0.000E+00 0 0.000E+00 0 0.0000E+00
4 Positive 0.000E+00 0 6.209E+00 1 0.000E+00 0 0.000E+00 0 0.0000E+00
Negative -2.266E+01 1 0.000E+00 0 -2.332E+02 1 0.000E+00 0 0.0000E+00
*START
LEHIGH01
0 1 0 1
1, 12/26/91
*NODECOORDS
C
1
0.0
0.0
C
4
0.0 360.0
C
14 180.0
0.0
4
C
11 180.0
0.0
C
5
49.5 120.0
C
8
81.0
0.0
5
C
7
49.5 360.0
C
10
81.0
0.0
7
L
1
4
1
L
11
14
1
L
5
7
1
L
8
10
1
*RESTRAINTS
S 111
1
11
10
*SLAVING
S 100
4
7
10
S 100
4
14
S 100
3
6
9
S 100
3
13
S 100
2
5
8
S 100
2
12
*MASSES
S 110 0.7696
5
7
S 110 0.7696
8
9
LEHIGH FRAME : ANALYSIS
20K 23K
4
H
7
23K 20K
10
23K
14
23K
120
3
H
6
9
23K
2
H
13
23K
5
8
120
12
120
3
1
11
3
3
49.5
1
1
81
49.5
*ELEMENTGROUP
2 1 1
0.0
SIX COLUMNS THEN NINE BEAMS
2 0 2
1 2.9E4
0.0
5.56
23.8 4.0 4.0 2.0
2 2.9E4
0.0
7.35 133.2 4.0 4.0 2.0
1 2 390.3 390.3 200.0 200.0 1.0 0.15 1.0 0.15
2 1 1061.0 1061.0
1
1
2
1 1 0 1 1
2
2
3
1 1 0 1 1
H
3
3
4
1 1 0 1 1
4
11
12
1 1 0 1 1
5
12
13
1 1 0 1 1
H
6
13
14
1 1 0 1 1
7
2
5
1 2 0 2 2
10
5
8
1 2 0 2 2
13
8
12
1 2 0 2 2
15
10
14
1 2 0 2 2
H
*RESULTS
NS 2
E 2
*ACCNREC
GINA
ELC
(8f10.5)
gina
1559 8 0 0
1.0
9.81
*PARAMETERS
OD
0 31.18 0 31.18 0
0.02 0 31.18 0
0.02
*ACCN
31.1880000 1
0.02
1 GINA
0.15
1.0
*STOP
20K 23K
4
7
23K 20K
10
23K
14
23K
120
3
6
9
23K
2
13
23K
5
8
120
12
120
1
49.5
11
81
49.5
*ACCNREC
GINA
SEI
300 1 1 1
0.01 -0.093900
0.02 -0.001030
0.03 0.050600
0.04 0.021600
0.05 0.012900
0.06 0.033800
0.07 0.042100
0.08 0.022300
0.09 0.007220
0.10 0.031900
0.11 0.080500
0.12 0.105000
0.13 0.102000
0.14 0.099100
0.15 0.103000
0.16 0.111000
0.17 0.122000
0.18 0.126000
0.19 0.120000
0.20 0.109000
0.21 0.096500
0.22 0.082700
0.23 0.075800
0.24 0.081100
(f10.2,f10.6)
1.0
9.81
gina