Table 2 Vertical deformation design values under different load combinations
From: A novel hybrid model for bridge dynamic early warning using LSTM-EM-GMM
Category | Load combinations | Combined results (mm) | |
|---|---|---|---|
Max (+) | Min (-) | ||
Category 1 | Moving load + system temperature load | 201.70 | -463.83 |
Category 2 | Moving loads + system temperature load + longitudinal wind loads | 217.60 | -479.73 |