Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection
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[1] Mehrdad Mehraein. Seismic Performance of Bridge Column-Pile-Shaft Pin Connections for Application in Accelerated Bridge Construction , 2016 .
[2] John F. Stanton,et al. Seismic Resistance of Socket Connection between Footing and Precast Column , 2013 .
[3] Benjamin A. Graybeal,et al. Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community , 2013 .
[4] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[5] M. Saiid Saiidi,et al. Experimental Fragility Curves for Seismic Response of Reinforced Concrete Bridge Columns , 2012 .
[6] M. Saiid Saiidi,et al. Shake-Table Studies of a Four-Span Bridge Model with Advanced Materials , 2012 .
[7] Ian G. Buckle,et al. Seismic Retrofitting Manual for Highway Structures: Part 1 - Bridges , 2006 .
[8] M. Saiid Saiidi,et al. Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections , 2016 .
[9] M. Saiid Saiidi,et al. Shake-Table Studies of a Four-Span Reinforced Concrete Bridge , 2013 .
[10] Gregory A. MacRae,et al. Residual Displacement Response Spectrum , 1998 .
[11] Kevin R. Mackie,et al. A super lightweight UHPC–HSS deck panel for movable bridges , 2016 .
[12] D H Sanders,et al. Unbonded Prestressed Columns for Earthquake Resistance , 2012 .
[13] M. Saiid Saiidi,et al. Low-Damage Precast Columns for Accelerated Bridge Construction in High Seismic Zones , 2016 .