Nota de Calculo

ROBOT 2014

Date: 16/01/15

Project properties: LOSAINFERIORV0.1

File Name:: LOSAINFERIORV0.1.rtd

Folder: C:

Created: 14/01/15 13:56

Modified: 16/01/15 12:03

Size: 396128256

Author:

Office:

Address:

Characteristics of analysis example:

Structure type: Shell

Structure geometrical center coordinates:

X = 0.000 (m)

Y = 0.000 (m)

Z = 0.000 (m)

Structure gravity center coordinates:

X = 0.000 (m)

Y = 0.000 (m)

Z = 0.000 (m)

Central moments of inertia of a structure:

Ix = 207055481.997 (kg*m2)

Iy = 207055481.997 (kg*m2)

Iz = 414110963.994 (kg*m2)

Mass = 1711366.362 (kg)

Coordinates of structure centroid with dynamic global masses considered:

X = 0.000 (m)

Y = 0.000 (m)

Z = 0.000 (m)

Central moments of inertia of a structure with dynamic global masses considered:

Ix = 414247239.355 (kg*m2)

Iy = 414247101.944 (kg*m2)

Iz = 828494341.299 (kg*m2)

Mass = 1711366.362 (kg)

Structure description

Number of nodes:3344

Number of bars:0

Bar finite elements:0

Planar finite elements:3746

Volumetric finite elements:0

Rigid links: 0

Releases:0

Unidirectional releases:0

Non-linear releases:0

Compatibilities:0

Elastic compatibilities:0

Non-linear compatibilities:0

Supports:0

Elastic supports:0

Unidirectional supports:0

Non-linear supports:0

Non-linear hinges:0

Cases:16

Combinations:10

Calculation summary

Solution method - SPARSE

No of static degr. of freedom:20064

Bandwidth

before/after optimization:00

Time info [sec]

Max time of aggreg. + decomp.:3

Max time of subspace iterat.:48

Max time of nonlinear iterat.:0

Total time:75

Disk and core usage [B]

Total disk space:118150768

For solver TMP files:0

For subspace iter. TMP files:5778720

Memory:29342652

Stiffness matrix diagonal elements

Min/Max after decomposition:5.475437e+005 6.128952e+012

Precision:7

Table of load cases / analysis types

Case 1:Selfweight

Analysis type: Static - Linear

Potential energy : 3.30815e+000 (kN*m)

Precision : 1.00000e+000

Case 2:Dead


Potential energy : 1.47367e+003 (kN*m)

Precision : 9.84021e-001

Case 3:Operation


Potential energy : 5.41115e-003 (kN*m)

Precision : 9.81579e-001

Case 4:ULSDEAD

Analysis type: Linear combination

Case 5:SLSDEAD


Case 6:Modal

Analysis type: Modal

Data:

Analysis mode:Modal

Method:Subspace iteration

Type of mass matrix:Lumped without rotations

Number of modes:20

Number of iterations:50

Tolerance:1.00000e-004

Damping: 0.050

Limits: 0.000

Coefficient: 0.000

Case 7:Ssmico - China Direccin_X

Analysis type: Dynamics - Seismic

Excitation direction:

X = 1.000

Y = 0.000

Z = 0.000

0.0

1.0

2.0

3.0

0.0e+00

1.0e-01

2.0e-01

3.0e-01

4.0e-01

5.0e-01

6.0e-01

7.0e-01

8.0e-01

Period (s)

Acceleration(m/s^2)

Case 8:Ssmico - China Direccin_Y

Analysis type: Dynamics - Seismic

Excitation direction:

X = 0.000

Y = 1.000

Z = 0.000

0.0

1.0

2.0

3.0

0.0e+00

1.0e-01

2.0e-01

3.0e-01

4.0e-01

5.0e-01

6.0e-01

7.0e-01

8.0e-01

Period (s)

Acceleration(m/s^2)

Case 9:ULSD+OP+SEISMIC_X


Case 10:ULSD+OP+SEISMIC_-X


Case 11:ULSD+OP+SEISMIC_Y


Case 12:ULSD+OP+SEISMIC_-Y


Case 13:SLSD+OP+SEISMIC_X


Case 14:SLSD+OP+SEISMIC_-X


Case 15:SLSD+OP+SEISMIC_Y


Case 16:SLSD+OP+SEISMIC_-Y


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