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- ---
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- license: mit
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- ---
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
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+ ---
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+ license: cc-by-4.0
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+ task_categories:
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+ - other
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+ language:
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+ - en
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+ tags:
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+ - seismic
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+ - structural-engineering
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+ - ground-motion
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+ - hdf5
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+ - time-series
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+ pretty_name: KNET Seismic Ground Motion & Building Response Dataset (MDOF)
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+ size_categories:
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+ - 10M<n<100M
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+ ---
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+
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+ # KNET Seismic Ground Motion & Building Response Dataset (MDOF)
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+
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+ 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.
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+
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+ ## Dataset Summary
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+
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+ | Property | Value |
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+ |----------|-------|
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+ | Ground motion records | 3,474 (K-NET) |
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+ | Amplitude scale factors per GM | 57 |
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+ | Building configurations | 250 MDOF shear buildings |
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+ | Signal length | 3,000 time steps (60 s @ 50 Hz) |
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+ | GM file format | HDF5 (`.h5`) |
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+ | Building response format | HDF5 (`.h5`), one file per building |
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+
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+ ## File Structure
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+
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+ ```
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+ MDOF/
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+ ├── All_GMs/
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+ │ └── GMs_knet_3474_AF_57.h5 # Ground motion inputs
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+ └── knet-250/
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+ └── Data/
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+ └── fno/
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+ ├── Blg_F6_18m_IM7_st0.h5.h5 # Floor acc. response
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+ └── ...
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+ ```
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+
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+ ### Ground Motion File (`GMs_knet_3474_AF_57.h5`)
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+
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+ Each entry stores the scaled acceleration time series for one GM × scale-factor combination.
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+
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+ | HDF5 Key pattern | Shape | Description |
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+ |-----------------|-------|-------------|
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+ | `gm_{i}/af_{j}/data` | `(3000,)` | Scaled acceleration (m/s²), 50 Hz |
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+ | `gm_{i}/af_{j}/pga` | scalar | Peak ground acceleration (m/s²) |
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+ | `gm_{i}/metadata` | attrs | Station, event, magnitude, etc. |
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+
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+ ### Building Response Files (`Blg_F6_18m_IM7_st0.h5.h5`)
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+
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+ Each file stores the simulated structural response for all GM × scale combinations for one building.
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+
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+ | HDF5 Key | Shape | Description |
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+ |----------|-------|-------------|
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+ | `response/gm_{i}/af_{j}/floor_acc` | `(n_floors, 3000)` | Floor acceleration (m/s²) |
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+ | `building/attributes` | attrs | Number of floors, periods, damping, etc. |
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+ | `building/damage_state/gm_{i}/af_{j}` | scalar int | HAZUS damage state (0–4) |
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+
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+ ## Loading
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+
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+ ### Option 1 — Direct HDF5 access (h5py)
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+
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+ ```python
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+ import h5py
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+ import numpy as np
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+
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+ GM_FILE = "path/to/MDOF/All_GMs/GMs_knet_3474_AF_57.h5"
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+
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+ with h5py.File(GM_FILE, "r") as f:
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+ # Load ground motion i=0, amplitude factor j=0
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+ gm = f["gm_0/af_0/data"][:] # shape (3000,)
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+ pga = f["gm_0/af_0/pga"][()]
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+
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+ print(f"GM shape: {gm.shape}, PGA: {pga:.4f} m/s²")
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+ ```
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+
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+ ```python
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+ import h5py
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+ import numpy as np
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+
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+ BLG_FILE = "path/to/MDOF/knet-250/Data/fno/building_0001.h5"
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+
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+ with h5py.File(BLG_FILE, "r") as f:
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+ # Floor acceleration response for GM i=0, AF j=0
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+ floor_acc = f["response/gm_0/af_0/floor_acc"][:] # (n_floors, 3000)
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+ damage_state = f["building/damage_state/gm_0/af_0"][()]
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+
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+ print(f"Floor acc shape: {floor_acc.shape}, Damage state: {damage_state}")
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+ ```
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+
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+ ### Option 2 — PyTorch Dataset (recommended for training)
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+
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+ Clone the [SeismicFNO](https://github.com/HKUJasonJiang/Seismic-FNO) repository and use `DynamicDataset`:
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+
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+ ```python
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+ import numpy as np
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+ from torch.utils.data import DataLoader
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+ from module.dataprep_v2 import DynamicDataset
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+
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+ GM_FILE = "path/to/MDOF/All_GMs/GMs_knet_3474_AF_57.h5"
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+ BUILDING_DIR = "path/to/MDOF/knet-250/Data/fno/"
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+
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+ # Full dataset (all 3474 × 57 combinations)
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+ dataset = DynamicDataset(
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+ gm_file_path = GM_FILE,
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+ building_files_dir = BUILDING_DIR,
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+ )
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+
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+ # Or pass a pre-computed index array for train/val/test splits
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+ rng = np.random.default_rng(42)
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+ indices = rng.permutation(len(dataset))
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+ train_ds = DynamicDataset(GM_FILE, BUILDING_DIR, gm_indices=indices[:int(0.7 * len(indices))])
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+
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+ loader = DataLoader(train_ds, batch_size=64, shuffle=True, num_workers=4)
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+
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+ # Each batch: (gm, building_attributes, floor_acc_response, damage_state)
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+ gm, attr, resp, ds = next(iter(loader))
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+ print(gm.shape, resp.shape) # (64, 3000, 1), (64, 3000, 1)
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+ ```
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+
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+ ## Citation
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+
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+ If you use this dataset, please cite the K-NET strong-motion network and the associated SeismicFNO paper (forthcoming).
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+
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+ ## License
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+
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+ [Creative Commons Attribution 4.0 (CC BY 4.0)](https://creativecommons.org/licenses/by/4.0/)