Towards Bolted Steel Frame Connections
Maria Wang
Corresponding
University of California, Berkeley
Abstract
Practical experience with steel bridge girders points to bolted steel frame connections as a leading cause of unscheduled downtime. A mathematical model is formulated and solved by time-series analysis for representative configurations of steel bridge girders. The proposed method converged within 2 iterations for every case considered. The results should assist practitioners in avoiding costly overdesign while maintaining adequate safety margins.
Keywords:
bolted steel frame connectionstime-series analysisVLSI designcatalysis
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