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Acc_GMs
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[ 0, 0.000014082, 0.000029527, 0.000034069, -0.000042246, 0.00012083000000000001, 4.5426000000000005e-7, 0.00003952, -0.0000022713, 0.0000013628000000000001, 0.00001817, 0.000053148, 0, -0.0000022713, 0.000034978, -0.0000031798000000000005, -0.000023167000000000004, 0.0000049968, 0...
[ 0, 0.000028164, 0.000059054, 0.000068138, -0.000084492, 0.00024166000000000001, 9.085200000000001e-7, 0.00007904, -0.0000045426, 0.0000027256000000000002, 0.00003634, 0.000106296, 0, -0.0000045426, 0.000069956, -0.000006359600000000001, -0.00004633400000000001, 0.0000099936, 0.00...
[ 0, 0.000042245999999999995, 0.000088581, 0.00010220699999999999, -0.000126738, 0.00036249, 0.00000136278, 0.00011856, -0.0000068139, 0.0000040884, 0.00005451, 0.000159444, 0, -0.0000068139, 0.000104934, -0.0000095394, -0.000069501, 0.0000149904, 0.0000286182, -0.000113108999999...
[ 0, 0.000056328, 0.000118108, 0.000136276, -0.000168984, 0.00048332000000000003, 0.0000018170400000000002, 0.00015808, -0.0000090852, 0.0000054512000000000004, 0.00007268, 0.000212592, 0, -0.0000090852, 0.000139912, -0.000012719200000000002, -0.00009266800000000001, 0.0000199872, ...
[ 0, 0.00007041, 0.000147635, 0.000170345, -0.00021123, 0.00060415, 0.0000022713, 0.0001976, -0.0000113565, 0.000006814, 0.00009085, 0.00026574, 0, -0.0000113565, 0.00017489, -0.000015899, -0.000115835, 0.000024984, 0.000047697, -0.000188515, 0.000118105, 0.000168075, 0.000...
[0.0,0.00008449199999999999,0.000177162,0.00020441399999999998,-0.000253476,0.00072498,2.72556e-6,0.(...TRUNCATED)
[0.0,0.000098574,0.00020668899999999997,0.00023848299999999997,-0.000295722,0.00084581,3.17982e-6,0.(...TRUNCATED)
[0.0,0.000112656,0.000236216,0.000272552,-0.000337968,0.0009666400000000001,3.6340800000000004e-6,0.(...TRUNCATED)
[0.0,0.000126738,0.000265743,0.000306621,-0.000380214,0.00108747,4.0883400000000006e-6,0.00035568000(...TRUNCATED)
[0.0,0.00014082,0.00029527,0.00034069,-0.00042246,0.0012083,4.5426e-6,0.0003952,-0.000022713,0.00001(...TRUNCATED)
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KNET Seismic Ground Motion & Building Response Dataset (MDOF)

Ground motion records from the K-NET strong-motion network (Japan), paired with numerically simulated floor acceleration responses for 250 multi-degree-of-freedom (MDOF) shear-building configurations. Used to train and evaluate Fourier Neural Operator (FNO) models for seismic structural response prediction.

Dataset Summary

Property Value
Ground motion records 3,474 (K-NET)
Amplitude scale factors per GM 57
Building configurations 250 MDOF shear buildings
Signal length 3,000 time steps (60 s @ 50 Hz)
GM file format HDF5 (.h5)
Building response format HDF5 (.h5), one file per building

File Structure

MDOF/
├── All_GMs/
│   └── GMs_knet_3474_AF_57.h5        # Ground motion inputs
└── knet-250/
    └── Data/
        └── fno/
            ├── Blg_F6_18m_IM7_st0.h5.h5       # Floor acc. response

Ground Motion File (GMs_knet_3474_AF_57.h5)

Each entry stores the scaled acceleration time series for one GM × scale-factor combination.

HDF5 Key pattern Shape Description
gm_{i}/af_{j}/data (3000,) Scaled acceleration (m/s²), 50 Hz
gm_{i}/af_{j}/pga scalar Peak ground acceleration (m/s²)
gm_{i}/metadata attrs Station, event, magnitude, etc.

Building Response Files (Blg_F6_18m_IM7_st0.h5.h5)

Each file stores the simulated structural response for all GM × scale combinations for one building.

HDF5 Key Shape Description
response/gm_{i}/af_{j}/floor_acc (n_floors, 3000) Floor acceleration (m/s²)
building/attributes attrs Number of floors, periods, damping, etc.
building/damage_state/gm_{i}/af_{j} scalar int HAZUS damage state (0–4)

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Refer to github repo and codes.

License

Creative Commons Attribution 4.0 (CC BY 4.0)

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