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The document discusses a study on the seismic performance assessment of modular underground arch bridges (MUABs) using a fragility-based analysis approach. It outlines a novel method for evaluating the seismic vulnerability of MUABs by analyzing damage states and the relationship between ground motion intensity and structural failure probability. The findings indicate that the proposed procedure is effective for predicting the seismic performance of MUABs during earthquakes.

Author

jasecaldwellnfkj

Language

EN