ACI SP-258 PDF
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Seismic Retrofit of Reinforced Concrete Beams – Column T-Joints in Bridge Piers with FRP Composite Jackets
American Concrete Institute , 04/01/2007
File Format: PDF
- Description
Description
ACI SP-258 PDF
Co-Sponsored by ACI Committee 440
This consists of eight papers that were presented by ACI Committee 440 at the Spring Convention in Atlanta, GA, in April 2007. Papers include:
Seismic Retrofit of Reinforced Concrete Beam-Column T-Joints in Bridge Piers with FRP Composite Jackets
Performance of an RC Corner Beam-Column Joint Severely Damaged Under Bidirectional Loading and Rehabilitated with FRP Composites
Experimental Evaluation of Non-Circular Reinforced Concrete Columns Strengthened with CFRP
Contents: SP-2581
Seismic Retrofit of Reinforced Concrete Beam-Column T-Joints in Bridge Piers with FRP Composite Jackets by C.P. Pantelides and J. Gergely
SP-2582
Performance of an RC Corner Beam-Column Joint Severely Damaged under Bidirectional Loading and Rehabilitated with FRP Composites. by M. Engindeniz, L.F. Kahn, and A.-H. Zureick
SP-2583
Experimental Evaluation of Noncircular Reinforced Concrete Columns Strengthened with CFRP. by S. Rocca, N. Galati, and A. Nanni
SP-2584
Structural Upgrade of Reinforced Concrete Column-Tie Beam Assembly using FRP Composites by A.S. Mosallam
SP-2585
Providing External Confinement to Flexural Members to Improve Ductility?The Good, the Bad, and the Ugly. by A. Budek and G. Benzoni
SP-2586
CFRP-Confined Reinforced Concrete Elements Subjected to Cyclic Compressive Loading. by J.A.O. Barros, D.R.S.M. Ferreira, and R.K. Varma
SP-2587
Hysteretic Rotation Model HRM4 for CFRP-Strengthened Joints. by P.F. Silva
SP-2588
Effect of Bond Properties on the Behavior of FRP-Strengthened RC Girders Subjected to Monotonic and Cyclic Loads.
