Hysteretic Behavior of Bridge Columns with FRP-Jacketed Lap Splices Designed for Moderate Ductility Enhancement-Reference-Cited by-同舟云学术

Hysteretic Behavior of Bridge Columns with FRP-Jacketed Lap Splices Designed for Moderate Ductility Enhancement

Published:2007-12 Issue:6 Volume:11 Page:565-574
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Breña Sergio F.¹²,Schlick Benjamin M.¹²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts—Amherst, 130 Natural Resources Rd., Room 235A Marston Hall, Amherst, MA 01003.

2. Staff Engineer, DM Berg Consultants, 570 Hillside Ave., Needham, MA 02494.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282007%2911%3A6%28565%29

Reference22 articles.

1. American Concrete Institute (ACI). (1999). “State-of-the-art report on bond under cyclic loads.” ACI Rep. 408.2R-1 ACI Farmington Hills Mich.

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05/ACI 318R-05 ACI Farmington Hills Mich.

3. Seismic design criteria for circular lap-spliced reinforced concrete bridge columns retrofitted with fiber-reinforced polymer jackets;Elsnadedy H. M.;ACI Struct. J.,2005

4. Cracks formed in concrete around deformed tension bars;Goto Y.;ACI J.,1971

5. Inelastic responses of reinforced concrete structures to earthquake motions;Gulkan P.;ACI J.,1974

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