Modeling A ============== Characteristics of modeling ----------------------------------- The modeling is in POU_D_E beams, plus an element of discrete stiffness DIS_T, without mass. Characteristics of the mesh ---------------------------- Number of knots: 82 Number of meshes and types: 81 SEG2. Tested sizes and results ------------------------------ Natural frequencies ~~~~~~~~~~~~~~~~~~~~~~~~ .. csv-table:: "**Mode**", "**Reference value (** :math:`\mathit{Hz}` **)**" "1", "1.5491943226358" "2", "3.107551438801" "3", "9.3245300415725" "4", "9.5870612490701" "5", "15.547112609525" "6", "21.778952588689" "7", "26.36518615935" "8", "28.023559687023" "9", "34.284194672867" "10", "40.56369329853" "11", "46.864148730311" "12", "50.060463212131" "13", "53.18629486166" "14", "59.528203850076" **Table** 3.3.1-1 **: Natural frequencies** 3.3.2 Single-support spectral analysis ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Calculation method .. csv-table:: "Modal base with the 14 previous modes (:math:`<60\mathit{Hz}`)" "Damping reduced by 0.07 for all modes" "Taking into account the static contribution of neglected natural modes" "Combination of dynamic modal responses using the Gupta method (frequency_1: :math:`14.6\mathit{Hz}`, frequency_2: :math:`40\mathit{Hz}`) COMB_MODE =_F (TYPE =' GUPTA ')" "Quadratic combination of directional responses COMB_DIRECTION =_F (TYPE =' QUAD ')" **Table 3.3.2-** 1 **: Calculation method** Displacements: DEPL (m) +---------+---------+---------------------+ |Bow |Component|Reference (:math:`m`)| +---------+---------+---------------------+ |:math:`H`|DX |3.2396432663129E-03 | + +---------+---------------------+ | |DY |0.0E+00 | + +---------+---------------------+ | |DZ |1.3091056936155E-03 | + +---------+---------------------+ | |DRX |0.0E+00 | + +---------+---------------------+ | |DRY |1.4915675244137E-04 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`R`|DX |9.4449003235868E-08 | + +---------+---------------------+ | |DY |0.0E+00 | + +---------+---------------------+ | |DZ |1.5182762043245E-07 | + +---------+---------------------+ | |DRX |0.0E+00 | + +---------+---------------------+ | |DRY |0.0E+00 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`S`|DX |9.056974877545E-06 | + +---------+---------------------+ | |DY |0.0E+00 | + +---------+---------------------+ | |DZ |7.2126964195151E-06 | + +---------+---------------------+ | |DRX |0.0E+00 | + +---------+---------------------+ | |DRY |1.6632972701712E-06 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`O`|DX |0.0E+00 | + +---------+---------------------+ | |DY |0.0E+00 | + +---------+---------------------+ | |DZ |0.0E+00 | +---------+---------+---------------------+ **Table 3.3.2-** 2 **: travel** Absolute accelerations: ACCE_ABSOLU (:math:`{\mathit{N.m}}^{\mathrm{-}2}`) +---------+---------+------------------------------------------------+ |Bow |Component|Reference (:math:`{\mathit{N.m}}^{\mathrm{-}2}`)| +---------+---------+------------------------------------------------+ |:math:`H`|DX |0.61824985176146 | + +---------+------------------------------------------------+ | |DY |0.25000000000000 | + +---------+------------------------------------------------+ | |DZ |0.56926959473828 | + +---------+------------------------------------------------+ | |DRX |0.0E+00 | + +---------+------------------------------------------------+ | |DRY |0.0936304357433140 | + +---------+------------------------------------------------+ | |DRZ |0.0E+00 | +---------+---------+------------------------------------------------+ |:math:`R`|DX |0.24879675464209 | + +---------+------------------------------------------------+ | |DY |0.25000000000000 | + +---------+------------------------------------------------+ | |DZ |0.24941080125292 | + +---------+------------------------------------------------+ | |DRX |0.0E+00 | + +---------+------------------------------------------------+ | |DRY |0.0E+00 | + +---------+------------------------------------------------+ | |DRZ |0.0E+00 | +---------+---------+------------------------------------------------+ |:math:`S`|DX |0.20128061437786 | + +---------+------------------------------------------------+ | |DY |0.25000000000000 | + +---------+------------------------------------------------+ | |DZ |0.22473145378803 | + +---------+------------------------------------------------+ | |DRX |0.0E+00 | + +---------+------------------------------------------------+ | |DRY |0.011827974442827 | + +---------+------------------------------------------------+ | |DRZ |0.0E+00 | +---------+---------+------------------------------------------------+ |:math:`O`|DX |0.25000000000000 | + +---------+------------------------------------------------+ | |DY |0.25000000000000 | + +---------+------------------------------------------------+ | |DZ |0.25000000000000 | +---------+---------+------------------------------------------------+ **Table 3.3.2-** 3 **: absolute accelerations** Nodal reactions: REAC_NODA (:math:`N`) +---------+---------+---------------------+ |Bow |Component|Reference (:math:`N`)| +---------+---------+---------------------+ |:math:`H`|DX |3.32338062257E-04 | + +---------+---------------------+ | |DY |9326.6031903447 | + +---------+---------------------+ | |DZ |9.6944351594654E-08 | + +---------+---------------------+ | |DRX |7.7721693252872E+02 | + +---------+---------------------+ | |DRY |8.6738098496576E-05 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`R`|DX |6.0472578414485E-05 | + +---------+---------------------+ | |DY |9.3266031903447E+03 | + +---------+---------------------+ | |DZ |2.6406108097108E-08 | + +---------+---------------------+ | |DRX |7.7721693252872E+02 | + +---------+---------------------+ | |DRY |1.9606618500589E+07 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`S`|DX |2.8288137175073E-03 | + +---------+---------------------+ | |DY |1.8653206380689E+04 | + +---------+---------------------+ | |DZ |7.390788273137E-07 | + +---------+---------------------+ | |DRX |0.0E+00 | + +---------+---------------------+ | |DRY |0.0E+00 | + +---------+---------------------+ | |DRZ |0.0E+00 | +---------+---------+---------------------+ |:math:`O`|DX |9.4449003235868E+05 | + +---------+---------------------+ | |DY |0.0E+00 | + +---------+---------------------+ | |DZ |1.5182762043245E+06 | +---------+---------+---------------------+ **Table 3.3.2-** 4 **: Nodal reactions**