Seismic Behavior of Hollow-Core Composite Bridge Columns Having Slender Inner Steel Tubes
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OpenAlex topics: Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis
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References (36)
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1. Schrank, D.; Eisele, B.; and Lomax, T., “TTI’s 2012 Urban Mobility Report,” Texas A&M Transportation Institute, Texas A&M University, College Station, TX, 2012, 4 pp.
2. Schrank, D. L., and Lomax, T. J., “2009 Urban Mobility Report,” Texas Transportation Institute, Texas A&M University, College Station, TX, 2009.
3. Dawood, H.; Elgawady, M.; and Hewes, J.,“Factors Affecting the Seismic Behavior of Segmental Precast Bridge Columns,” Frontiers of Structural and Civil Engineering, V. 8, No. 4, 2014, pp. 388-398. doi: 10.1007/s11709-014-0264-810.1007/s11709-014-0264-8 ↗
4. Lin, M., and Tsai, K.-C., “Behavior of Double-Skinned Composite Steel Tubular Columns Subjected to Combined Axial and Flexural Loads,” Proceedings of the First International Conference on the Steel & Composite Structures, pp. 1145-1152. 2001
5. Tao, Z., and Han, L.-H.,“Behavior of Concrete-Filled Double Skin Rectangular Steel Tubular Beam–Columns,” Journal of Constructional Steel Research, V. 62, No. 7, 2006, pp. 631-646. doi: 10.1016/j.jcsr.2005.11.00810.1016/j.jcsr.2005.11.008 ↗
6. Wei, S.; Mau, S.; Vipulanandan, C.; and Mantrala, S.,“Performance of New Sandwich Tube under Axial Loading: Experiment,” Journal of Structural Engineering, ASCE, V. 121, No. 12, 1995, pp. 1806-1814. doi: 10.1061/(ASCE)0733-9445(1995)121:12(1806)10.1061/(ASCE)0733-9445(1995)121:12(1806) ↗
7. Zhao, X.-L.; Han, B.; and Grzebieta, R. H.,“Plastic Mechanism Analysis of Concrete-Filled Double-Skin (SHS inner and SHS outer) Stub Columns,” Thin-Walled Structures, V. 40, No. 10, 2002, pp. 815-833. doi: 10.1016/S0263-8231(02)00030-710.1016/S0263-8231(02)00030-7 ↗
8. Anumolu, S.; Abdelkarim, O. I.; and ElGawady, M. A.,“Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading,” Journal of Bridge Engineering, ASCE, V. 21, No. 10, 2016, p. 04016070 doi: 10.1061/(ASCE)BE.1943-5592.000092310.1061/(ASCE)BE.1943-5592.0000923 ↗
9. Teng, J., and Lam, L., “Behavior and Modeling of Fiber Reinforced Polymer-Confined Concrete,” Journal of Structural Engineering, ASCE, V. 130, No. 11, 2004, pp. 1713-1723. doi: 10.1061/(ASCE)0733-9445(2004)130:11(1713)10.1061/(ASCE)0733-9445(2004)130:11(1713) ↗
10. Teng, J.; Yu, T.; Wong, Y.; and Dong, S.,“Hybrid FRP–Concrete–Steel Tubular Columns: Concept and Behavior,” Construction and Building Materials, V. 21, No. 4, 2007, pp. 846-854. doi: 10.1016/j.conbuildmat.2006.06.01710.1016/j.conbuildmat.2006.06.017 ↗
11. Wong, Y.; Yu, T.; Teng, J.; and Dong, S.,“Behavior of FRP-Confined Concrete in Annular Section Columns,” Composites. Part B, Engineering, V. 39, No. 3, 2008, pp. 451-466. doi: 10.1016/j.compositesb.2007.04.00110.1016/j.compositesb.2007.04.001 ↗
12. Abdulazeez, M. M.; Gheni, A.; Abdelkarim, O. I.; and ElGawady, M. A., “Column-Footing Connection Evaluation of Hollow-Core Composite Bridge Columns,” The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, SP-327, American Concrete Institute, Farmington Hills, MI, 2018, 14 pp.
13. Abdelkarim, O. I.; ElGawady, M. A.; Gheni, A.; Anumolu, S.; and Abdulazeez, M.,“Seismic Performance of Innovative Hollow-Core FRP–Concrete–Steel Bridge Columns,” Journal of Bridge Engineering, ASCE, V. 22, No. 2, 2017, p. 04016120 doi: 10.1061/(ASCE)BE.1943-5592.000098510.1061/(ASCE)BE.1943-5592.0000985 ↗
14. Yu, T.; Wong, Y.; and Teng, J.,“Technical Papers: Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns Subjected to Eccentric Compression,” Advances in Structural Engineering, V. 13, No. 5, 2010, pp. 961-974. doi: 10.1260/1369-4332.13.5.96110.1260/1369-4332.13.5.961 ↗
15. Issa, C. A., and Debs, P.,“Experimental Study of Epoxy Repairing of Cracks in Concrete,” Construction and Building Materials, V. 21, No. 1, 2007, pp. 157-163. doi: 10.1016/j.conbuildmat.2005.06.03010.1016/j.conbuildmat.2005.06.030 ↗
16. Karayannis, C. G., and Sirkelis, G. M.,“Strengthening and Rehabilitation of RC Beam–Column Joints Using Carbon‐FRP Jacketing and Epoxy Resin Injection,” Earthquake Engineering and Structural Dynamics, V. 37, No. 5, 2008, pp. 769-790. doi: 10.1002/eqe.78510.1002/eqe.785 ↗
17. Saini, A., and Saiidi, M. S., “Post-Earthquake Damage Repair of Various Reinforced Concrete Bridge Components,” Final Report No. CA 13-2180, California Department of Transportation, Sacramento, CA, 2013, 172 pp.
18. Fakharifar, M.; Chen, G.; Arezoumandi, M.; and ElGawady, M.,“Hybrid Jacketing for Rapid Repair of Seismically Damaged Reinforced Concrete Columns,” Transportation Research Record: Journal of the Transportation Research Board, V. 2522, No. 1, 2015, pp. 70-78. doi: 10.3141/2522-0710.3141/2522-07 ↗
19. Abdulazeez, M. M.; Gheni, A.; Colbert, N.; and ElGawady, M. A., “Seismic Performance and Retrofit Evaluation of Hollow-Core Composite Bridge Columns,” Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, CRC Press, Boca Raton, FL, 2018, pp. 437-44.10.1201/9781315189390-55 ↗
20. Abdelkarim, O. I., and ElGawady, M. A.,“Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns,” Journal of Bridge Engineering, ASCE, V. 20, No. 8, 2015, p. B4014005 doi: 10.1061/(ASCE)BE.1943-5592.000070010.1061/(ASCE)BE.1943-5592.0000700 ↗
21. Yu, T.; Wong, Y.; Teng, J.; and Dong, S., “Structural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns,” ANCER Annual Meeting, Honolulu, HI, 2004, 11 pp.10.1201/9780203970850.ch91 ↗
22. Abdelkarim, O. I.; ElGawady, M. A.; Anumolu, S.; Gheni, A.; and Sanders, G. E.,“Behavior of Hollow-Core FRP-Concrete-Steel Columns under Static Cyclic Flexural Loading,” Journal of Structural Engineering, ASCE, V. 144, No. 2, 2018, p. 04017188 doi: 10.1061/(ASCE)ST.1943-541X.000190510.1061/(ASCE)ST.1943-541X.0001905 ↗
23. Anumolu, S.; Abdelkarim, O. I.; Abdulazeez, M. M.; Gheni, A.; and ElGawady, M. A.,“Hollow-Core FRP–Concrete–Steel Bridge Columns under Torsional Loading,” Fibers (Basel, Switzerland), V. 5, No. 4, 2017, p. 44 doi: 10.3390/fib504004410.3390/fib5040044 ↗
24. AWS D1.8/D1.8M:2009, “Structural Welding Code—Seismic Supplement,” American Welding Society, Miami, FL, 2009, 126 pp.
25. fib Bulletin No. 39, “Seismic Bridge Design and Retrofit—Structural Solutions,” Federation Internationale du Beton, Lausanne, Switzerland, 2007, 300 pp.
26. FEMA 461, “Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components," Federal Emergency Management Agency, Washington, DC, 2007, 113 pp.
27. Yu, T.; Wong, Y.; Teng, J.; Dong, S.; and Lam, E.,“Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members,” Journal of Composites for Construction, ASCE, V. 10, No. 5, 2006, pp. 443-452. doi: 10.1061/(ASCE)1090-0268(2006)10:5(443)10.1061/(ASCE)1090-0268(2006)10:5(443) ↗
28. Fakharifar, M.; Chen, G.; Wu, C.; Shamsabadi, A.; ElGawady, M. A.; and Dalvand, A.,“Rapid Repair of Earthquake-Damaged RC Columns with Prestressed Steel Jackets,” Journal of Bridge Engineering, V. 21, No. 4, ASCE, 2016, p. 04015075 doi: 10.1061/(ASCE)BE.1943-5592.000084010.1061/(ASCE)BE.1943-5592.0000840 ↗
29. Miranda, E., and Bertero, V. V.,“Evaluation of Strength Reduction Factors for Earthquake-Resistant Design,” Earthquake Spectra, V. 10, No. 2, 1994, pp. 357-379. doi: 10.1193/1.158577810.1193/1.1585778 ↗
30. AASHTO, “AASHTO Guide Specifications for LRFD Seismic Bridge Design,” American Association of State Highway and Transportation Officials, Washington, DC, 2011.
31. Sullivan, T.; Calvi, G.; and Priestley, M., “Initial Stiffness Versus Secant Stiffness in Displacement-Based Design,” 13th World Conference of Earthquake Engineering (WCEE), No. 2888. 2004
32. Youssf, O.; ElGawady, M. A.; and Mills, J. E.,“Displacement and Plastic Hinge Length of FRP-Confined Circular Reinforced Concrete Columns,” Engineering Structures, V. 101, 2015, pp. 465-476. doi: 10.1016/j.engstruct.2015.07.02610.1016/j.engstruct.2015.07.026 ↗
33. Calvi, G.; Priestley, M.; and Kowalsky, M., “Displacement-Based Seismic Design of Structures,” New Zealand Conference on Earthquake Engineering, 2007, p. 740. IUSS press, 2007.
34. ElGawady, M.; Endeshaw, M.; McLean, D.; and Sack, R.,“Retrofitting of Rectangular Columns with Deficient Lap Splices,” Journal of Composites for Construction, ASCE, V. 14, No. 1, 2010, pp. 22-35. doi: 10.1061/(ASCE)CC.1943-5614.000004710.1061/(ASCE)CC.1943-5614.0000047 ↗
35. Gulkan, P., and Sozen, M. A.,“Inelastic Responses of Reinforced Concrete Structures to Earthquake Motions,” Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, 1977, pp. 109-116.
36. Midorikawa, M.; Hiraishi, H.; Okawa, I.; Iiba, M.; Teshigawara, M.; and Isoda, H., “Development of Seismic Performance Evaluation Procedures in Building Code of Japan,” Proceedings of 12th World Conference of Earthquake Engineering, Auckland, New Zealand, Paper No. 2215, 2000.