*STARTXX ! Lotung experiment simulation run on drain2dx with advanced lumped parameter ! method used to calculate soil springs/dampers. The input data comes from ! SASSI2000 User Manual example problem No 2. ! Low 1% material damping is used for soil profile. ! Objectives of this analysis are: ! (a) provide validation material for BASEMAT_EMBED and LUMP_PARAM_SSI programs ! which are used to calculate foundation impedance function data and convert the ! impedance functions into networks of springs and dampers. ! (b) demonstrate that the spring and damper network can be run in an 'off the ! shelf' structural analysis program, in this case DRAIN2DX. The spring and ! damper network includes negative springs and dampers (as part of a 'trick' to ! represent the frequency dependency) which may not be accepted by some ! structural analysis programs. In the case of DRAIN2DX negative springs ! are rejected in a static analysis but are allowed through in a time marching ! analysis and also in a modal analysis. ! Other notes: ! (i) problem is run in pure SI units (kg, m, sec) which is not always advisable ! for drain2dx but is OK for type 02 and 04 elements ! (ii) a stick model (beam elements) is used over the full height of the ! containment building whereas on SASSI brick elements are used for the ! basemat, shell elements for the cylinder below grade and beam elements for the ! cylinder above grade. ! (iii) the problem is assumed to be linear from the outset, so any yield data ! is set at arbitrarily high values. ! (iv) the structural damping values, 4% for reinforced concrete and 2% for the ! internal structure, probably correspond to Stress Level 1 damping values in the ! ASCE 4 Standard to be used for generation of in-structure response spectra. ! (v) the internal structure and attached pipework is simplified in the drain2dx ! model to a 2D representation, the attached pipework is modelled by lumping half ! its mass at the top of the internal structure ! ! 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 !2345678901234567890123456789012345678901234567890123456789012345678901234567890 lotdr1 0 1 simulation of lotung SSI experiment *NODECOORDS ! nodes for network of soil springs/dampers, node 1 is underside of basemat C 1 0. 0. C 2 0. 0. C 3 0. 0. C 4 0. 0. C 5 0. 0. C 6 0. 0. C 7 0. 0. C 8 0. 0. C 9 0. 0. C 10 0. 0. C 11 0. 0. ! nodes for containment C 12 0. 0.9144 C 13 0. 3.5662 C 14 0. 6.218 C 15 0. 8.8698 C 16 0. 11.5216 C 17 0. 14.1734 C 18 0. 15.2402 ! nodes for internal structure (excluding attached pipework) C 19 0. 2.4384 C 20 0. 4.5721 C 21 0. 5.5992 C 22 0. 7.7725 ! restraint conditions for low (1%) soil material damping case *RESTRAINTS S 010 1 S 011 2 6 S 111 7 S 110 8 10 S 111 11 *MASSES ! mass data based on density of 2403 kg/m3 (150lb/ft3) for concrete ! translational masses for containment !2345678901234567890123456789012345678901234567890123456789012345678901234567890 S 110 95418.7 1 0.47872 S 110 126571.3 12 0.47872 S 110 62305.2 13 16 0.47872 S 110 142473.1 17 0.47872 S 110 111320.5 18 0.47482 ! rotational mass data for containment S 001 659458.2 1 0.47872 S 001 1065827.4 12 0.47872 S 001 812738.5 13 16 0.47872 S 001 1175737.1 17 0.47872 S 001 769367.9 18 0.47872 ! translational masses for internal structure from Table 4.6-5 SASSI2000 ! user manual converted to kg; half of attached pipework mass added on ! to mass at node 22 S 110 982.8 19 1.00531 S 110 757.9 20 1.00531 S 110 514.0 21 1.00531 S 110 472.5 22 1.00531 *ELEMENTGROUP ! type 2 beam elements representing containment, beta=6.06305e-4 (with ! alpha=0.47872 on associated masses) is set to give 4% structural damping at ! 1 Hz and 20 Hz 2 6.06305E-4 concrete cylinder, basemat and roof 2 0 1 !2345678901234567890123456789012345678901234567890123456789012345678901234567890 ! concrete basemat and roof 1 24.8E9 0.1 86.8497 600.2432 4. 4. 2. 76.2583 0.2 100. ! concrete cylinder 2 24.8E9 0.1 9.77754 127.5429 4. 4. 2. 5.10133 0.2 100. ! arbitrary high yield surface data 1 1 1.E12 1.E12 ! 7 beam elements, elems 3 to 5 automatically generated 1 1 12 1 1 0 1 1 2 12 13 1 2 0 1 1 6 16 17 1 2 0 1 1 7 17 18 1 1 0 1 1 *ELEMENTGROUP ! type 2 beam elements representing internal structure, beta=2.54648e-4 ! (with alpha=1.00531 on associated masses) is set to give 2% structural damping ! at 5 Hz and 20 Hz 2 2.54648E-4 support frame and steam generator model 3 0 1 !2345678901234567890123456789012345678901234567890123456789012345678901234567890 ! section data and E value taken from Table 4.6-5 SASSI2000 user manual ! converted to SI; E value is half actual value of steel for some reason (may be ! connected with stick model being developed from a more detailed model mentioned ! in SASSI user manual); I value for support frame adjusted for 22 deg rotation ! angle for axis system ! support frame 1 1.E11 0.1 0.0031681 9.2183E-4 4. 4. 2. 0.3 100. ! steam generator lower cylinder portion 2 1.E11 0.1 0.053142 0.0052824 4. 4. 2. 0.028336 0.3 100. ! steam generator upper cylinder portion 3 1.E11 0.1 0.077297 0.0120805 4. 4. 2. 0.041064 0.3 100. ! arbitrary high yield surface data 1 1 1.E12 1.E12 ! support frame 1 12 19 1 1 0 1 1 2 19 20 1 1 0 1 1 ! steam generator 3 19 20 1 2 0 1 1 4 20 21 1 2 0 1 1 5 21 22 1 3 0 1 1 ! horizontal soil springs/dampers for low (1%) soil material damping case *ELEMENTGROUP 4 0 0 0.0 6 1 .213084E8 0.999 1.E12 1.E12 10. 1 1 2-.213084E8 0.999 1.E12 1.E12 10. 1 1 3-.238227E9 0.999 1.E12 1.E12 10. 1 1 4 .238227E9 0.999 1.E12 1.E12 10. 1 1 5-.290046E9 0.999 1.E12 1.E12 10. 1 1 6 .290046E9 0.999 1.E12 1.E12 10. 1 1 1 1 2 1 1 2 1 7 1 2 3 1 4 1 3 4 1 7 1 4 5 1 6 1 5 6 1 7 1 6 !2345678901234567890123456789012345678901234567890123456789012345 *ELEMENTGROUP 4 0 0 -20.682655 1 1 1.E4 0.999 1.E12 1.E12 10. 1 1 1 2 3 1 1 *ELEMENTGROUP 4 0 0 -0.0445592 1 1-.356724E7 0.999 1.E12 1.E12 10. 1 1 1 3 7 1 1 *ELEMENTGROUP 4 0 0 -654.70946 1 1 1.E4 0.999 1.E12 1.E12 10. 1 1 1 4 5 1 1 *ELEMENTGROUP 4 0 0 0.011085 1 1 .228387E9 0.999 1.E12 1.E12 10. 1 1 1 5 7 1 1 *ELEMENTGROUP 4 0 0 -3144.7904 1 1 1.E4 0.999 1.E12 1.E12 10. 1 1 1 6 7 1 1 *ELEMENTGROUP 4 0 0 0.18830121 1 13.331274E8 0.999 1.E12 1.E12 10. 1 1 1 1 7 1 1 ! rocking soil springs/dampers for low (1%) soil material damping case *ELEMENTGROUP 4 0 0 0.0 4 1-.55698E10 0.999 1.E12 1.E12 10. 3 1 2 .55698E10 0.999 1.E12 1.E12 10. 3 1 3-.41718E11 0.999 1.E12 1.E12 10. 3 1 4 .41718E11 0.999 1.E12 1.E12 10. 3 1 1 1 8 1 1 2 1 11 1 2 3 1 10 1 3 4 1 11 1 4 !2345678901234567890123456789012345678901234567890123456789012345 *ELEMENTGROUP 4 0 0 -453.53265 1 1 1.E6 0.999 1.E12 1.E12 10. 3 1 1 8 9 1 1 *ELEMENTGROUP 4 0 0 0.05100925 1 1 .10116E11 0.999 1.E12 1.E12 10. 3 1 1 9 11 1 1 *ELEMENTGROUP 4 0 0 -424.34333 1 1 1.E6 0.999 1.E12 1.E12 10. 3 1 1 10 11 1 1 *ELEMENTGROUP 4 0 0 -0.058281 1 1 -1.874E10 0.999 1.E12 1.E12 10. 3 1 1 1 11 1 1 *RESULTS ! output relative acceleration in m/sec2 at selected locations, add ground ! acceleration to form absolute acceleration before converting to response ! spectra. Node locations: 12 top of basemat, 17 underside of roof, ! 19 bottom SG, 22 top of SG NSA 001 12 NSA 001 17 NSA 001 19 NSA 001 22 *ACCNREC !2345678901234567890123456789012345678901234567890123456789012345678901234567890 loth (8F10.6) sassi2000 lotung time history 3552 8 0 0 9.81 0.01 0. ! SASSI2000 example problem no 2 Lotung time history data from pages A-39 to ! A-45 of SASSI2000 user manual; acceleration time history is for event LSST07 ! at surface location A1-5 E-W direction in 'g' units. The surface time history ! is applied at the foundation base level which is generally regarded as ! conservative (ignores kinematic interaction). 0.000224 0.000224 -0.000751 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 -0.000751 0.000224 0.000224 0.000224 0.000224 0.000224 0.000224 0.000224 0.000224 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