2026-10-15T14:28:25Z https://data.mendeley.com/oai

oai:data.mendeley.com/mf4s3tz68b.1 2025-09-05T18:16:09Z

Phan, Hoang Nam Seismic Fragility of RC Bridge Columns: 300-Sample Pushover/Dynamic Datasets and Trained ANN Surrogates (MATLAB) Mendeley Data Overview: This dataset supports a series-distributed artificial neural network (ANN) framework for developing seismic fragility curves of reinforced-concrete (RC) bridge columns with reduced computational cost. It contains four curated datasets (300 samples each) generated from nonlinear pushover and time-history dynamic analyses for rectangular and circular sections, six pre-trained ANN surrogate models, and MATLAB scripts to perform Monte Carlo–based fragility assessment. Contents: Datasets (Excel, 300 samples each) 1_dataset_Col_push_300.xlsx — Pushover analysis results for rectangular columns. 2_dataset_Circular_Col_push_300.xlsx — Pushover analysis results for circular columns. 5_dataset_Col_dyna_300.xlsx — Time-history dynamic analysis results for rectangular columns. 6_dataset_Circular_Col_dyna_300.xlsx — Time-history dynamic analysis results for circular columns. Trained ANN models (MATLAB .mat) 1_trained_2lopan_cfnn_push_1.mat — model for rectangular/pushover. 2_trained_2lopan_cfnn_push_1.mat — model for circular/pushover. 5_trained_2lopan_cfnn_dyna_1.mat — model for rectangular/dynamic. 6_trained_2lopan_cfnn_dyna_1.mat — model for circular/dynamic. 5_trained_2lopan_cfnn_IM_1.mat — intensity-measure relation model (rectangular set). 6_trained_2lopan_cfnn_IM_1.mat — intensity-measure relation model (circular set). Code (MATLAB .m) mc_based_fragility.m (main driver), fragility.m (helper), and utilities for parameter fitting (fn_mle_pc.m, fn_mle_pc_probit.m, fn_sse_pc.m). Methods in brief: Ground-motion–intensity relations, drift demands, and damage-state thresholds are learned via coupled ANNs trained on the provided analysis results. The trained surrogates are then integrated with Monte Carlo simulation to produce fragility functions across multiple limit states without assuming a lognormal form. Bridge Dynamics Seismic Performance Assessment Dataset doi:10.17632/mf4s3tz68b.1 oai:data.mendeley.com/mf4s3tz68b.1 Creative Commons Attribution 4.0 International http://creativecommons.org/licenses/by/4.0 https://data.mendeley.com/datasets/mf4s3tz68b 2025-09-05T18:16:09Z