4. B modeling#

4.1. Characteristics of modeling#

We use a POU_D_T model.

4.2. Characteristics of the mesh#

The mesh contains 2 elements of type SEG2.

4.3. Tested sizes and results#

We test the output quantities of the operator POST_ROCHE in the case of using moments dependent on time (keyword factor RESU_MECA_TRAN). We test the values at time 1 on the output field UT01_ELNO. The sizes are the same as those shown in § 3.3.

We also test the quantities MINet MAXde with the operator POST_ROCHE corresponding to the output field UT02_ELNO:

Calculation 1: Combination of natural weight + thermal expansion + seismic + imposed displacement + imposed pressure

Identification

Reference type

Reference value

Precision

Mesh \(M1\) - Point \(1\) - \(X1\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X2\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X3\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X4\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X5\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X6\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X7\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X8\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X9\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X10\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X11\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X12\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X13\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X14\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X15\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X16\)

“AUTRE_ASTER”

“”

1e-6

Calculation 2: Seismic alone

Identification

Reference type

Reference value

Precision

Mesh \(M1\) - Point \(1\) - \(X1\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X2\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X3\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X4\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X5\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X6\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X7\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X8\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X9\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X10\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X11\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X12\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X13\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X14\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X15\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X16\)

“AUTRE_ASTER”

“”

1e-6

Calculation 3: Seismic combination + imposed pressure

Identification

Reference type

Reference value

Precision

Mesh \(M1\) - Point \(1\) - \(X1\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X2\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X3\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X4\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X5\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X6\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X7\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X8\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X9\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X10\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X11\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X12\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X13\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X14\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X15\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X16\)

“AUTRE_ASTER”

“”

1e-6

Calculation 4: Own weight combination + seismic + imposed pressure

Identification

Reference type

Reference value

Precision

Mesh \(M1\) - Point \(1\) - \(X1\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X2\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X3\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X4\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X5\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X6\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X7\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X8\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X9\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X10\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X11\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X12\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X13\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X14\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X15\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X16\)

“AUTRE_ASTER”

“”

1e-6

Calculation 5: Combination seismic + imposed displacement

Identification

Reference type

Reference value

Precision

Mesh \(M1\) - Point \(1\) - \(X1\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X2\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X3\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X4\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X5\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X6\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X7\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X8\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X9\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X10\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X11\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X12\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X13\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X14\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X15\)

“AUTRE_ASTER”

“”

1e-6

Mesh \(M1\) - Point \(1\) - \(X16\)

“AUTRE_ASTER”

“”

1e-6