Seismic performance of concrete-filled FRP tube columns for bridge substructure

Journal of Bridge Engineering

Volumn 11, Issue 3, 2006, Pages 359-370

  Zhu, Zhenyu ^a   Ahmad, Iftekhar ^b   Mirmiran, Amir ^a  

^a Florida International University   (United States)

^b O'Donnell Naccarato Mignogna and Jackson (ONM and J) Inc   (United States)

Author keywords

Bridges; Concrete columns; Connections; Ductility; Footings; Seismic effects; Substructures; Tubes

Indexed keywords

CONCRETE COLUMNS; CONNECTIONS; FOOTINGS; SEISMIC EFFECTS; SUBSTRUCTURES;

CONCRETE BRIDGES; DUCTILITY; JOINTS (STRUCTURAL COMPONENTS); PRECAST CONCRETE; SEISMIC PROSPECTING; TUBES (COMPONENTS);

COLUMNS (STRUCTURAL);

EID: 33646188945     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2006)11:3(359)     Document Type: Article

References (13)

1. Fam, A., Pando, M., Filz, G., and Rizkalla, S. (2003). " Precast piles for Route 40 bridge in Virginia using concrete-filled FRP tubes.. " PCI J., 48 (3), 32-45.
2. Mirmiran, A., and Shahawy, M. (1999). " Partially prestressed concrete-filled fiber-reinforced polymer (FRP) tubes.. " Proc., Advances in Composite Materials and Mechanics, ASCE, Reston, Va., 85-94.
3. Mirmiran, A., and Shahawy, M. (2003). " Composite pile: A successful drive.. " Concr. Int., 25 (3), 89-94.
4. Prestressed Concrete Institute (PCI). (1988). Design and typical details of connections for precast and prestressed concrete, 2nd Ed., PCI, Chicago.
5. Priestley, M. (1996). " The PRESSS program current status and plans for phase III.. " PCI J., 41 (2), 22-44.
6. Priestley, M., and Benzoni, G. (1996). " Seismic performance of circular columns with low longitudinal reinforcement ratios.. " ACI Struct. J., 93 (4), 474-485.
7. Priestley, M., and Tao, J. (1993). " Seismic response of precast prestressed concrete frames with partially debonded tendon.. " PCI J., 38 (1), 58-69.
8. Seible, F., Davol, A., Burgueño, R., Nuismer, R. J., and Abdallah, M. G. (1996). " Structural behavior of concrete-filled carbon fiber composite tubular columns.. " Proc., Int. Technical Conf. of the Society for the Advancement of Material and Process Engineering on Technology Transfer in a Global Community, Vol. 28, Society for the Advancement of Material and Process Engineering, Covina, Calif., 1258-1269.
9. Seible, F., Karbhari, V. M., and Burgueno, R. (1999). " Kings stormwater channel and I-5/Gilman bridges, USA.. " Struct. Eng. Int. (IABSE, Zurich, Switzerland), 9 (4), 250-253.
10. Shao, Y. (2003). " Behavior of FRP-concrete beam-columns under cyclic loading.. " Ph.D. dissertation, North Carolina State Univ., Raleigh, N.C.
11. Stanton, J., Hawkins, N., and Hicks, T. (1991). " PRESSS Project 1.3: Connection classification and evaluation.. " PCI J., 36 (5), 62-71.
12. Zhu, Z. (2004). " Joint construction and seismic performance of concrete-filled fiber reinforced polymer tubes.. " Ph.D. dissertation, North Carolina State Univ., Raleigh, N.C.
13. Zhu, Z., Mirmiran, A., and Shahawy, M. (2004). " Stay-in-place fiber reinforced polymer forms for precast modular bridge pier system.. " J. Compos. Constr., 8 (6), 560-568.