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RISSeismic Performance Comparison of Precast Bridge Columns with Different Shear Span-to-Depth Ratios and Connection Designs via Quasi-Static Cyclic Test
Publisher: ASCE
Abstract: In this study, seven one-third-scale bridge column specimens are tested via a quasi-static cyclic test to understand seismic performance differences between cast-in-place (CIP) and precast bridge columns with various shear ...
Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test
Publisher: ASCE
Abstract: In this study, the seismic performance of a precast bridge substructure from an urban viaduct is investigated via shake table tests. A simple beam bridge is formed by using two precast bridge pier specimens, and one pier ...