Cyclic Testing of Bolted Steel Coupling Beams in Fast-Track Precast Concrete Construction
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OpenAlex topics: Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis
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References (22)
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1. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
2. AISC, 2011, Steel Construction Manual, 14th edition, American Institute of Steel Construction, Chicago, IL, 2192 pp.
3. Barbachyn, S. M.; Kurama, Y. C.; and Novak, L. C., 2012, “Analytical Evaluation of Diagonally Reinforced Concrete Coupling Beams under Lateral Loads,” ACI Structural Journal, V. 109, No. 4, July-Aug., pp. 497-508.10.14359/51683869 ↗
4. Canbolat, B. A.; Parra-Montesinos, G. J.; and Wight, J. K., 2005, “Experimental Study on Seismic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beams,” ACI Structural Journal, V. 102, No. 1, Jan.-Feb., pp. 159-166.10.14359/13541 ↗
5. Clarke, J. L., and Symons, R. M., 1978, “Tests on Embedded Steel Billets for Precast Concrete Beam-Column Connections,” Technical Report No. 42.523, Cement and Concrete Association, London, UK, 12 pp.
6. Galano, L., and Vignoli, A., 2000, “Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts,” ACI Structural Journal, V. 97, No. 6, Nov.-Dec., pp. 876-885.10.14359/9633 ↗
7. Gong, B., and Shahrooz, B. M., 2001, “Steel-Concrete Composite Coupling Beams-Behavior and Design,” Engineering Structures, V. 23, No. 11, pp. 1480-1490. doi: 10.1016/S0141-0296(01)00042-610.1016/S0141-0296(01)00042-6 ↗
8. Harries, K. A.; Fortney, P. J.; Shahrooz, B. M.; and Brienen, P. J., 2005, “Practical Design of Diagonally Reinforced Concrete Coupling Beams—Critical Review of ACI 318 Requirements,” ACI Structural Journal, V. 97, No. 6, Nov.-Dec., pp. 876-885.
9. Harries, K. A.; Gong, G.; and Shahrooz, B. M., 2000, “Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling Beams,” Earthquake Spectra, V. 16, No. 4, pp. 775-799. doi: 10.1193/1.158613910.1193/1.1586139 ↗
10. Harries, K. A.; Mitchell, D.; Cook, W. D.; and Redwood, R. G., 1993, “Seismic Response of Steel Beams Coupling Concrete Walls,” Journal of Structural Engineering, ASCE, V. 119, No. 12, pp. 3611-3629. doi: 10.1061/(ASCE)0733-9445(1993)119:12(3611)10.1061/(ASCE)0733-9445(1993)119:12(3611) ↗
11. Hawkins, N. M., and Ghosh, S. K., 2004, “Acceptance Criteria for Special Precast Concrete Structural Walls Based on Validation Testing,” PCI Journal, V. 49, No. 5, pp. 78-92. doi: 10.15554/pcij.09012004.78.9210.15554/pcij.09012004.78.92 ↗
12. KS D 3504:2011, 2011, “Steel Bars for Concrete Reinforcement,” Korean Standards Association, Seoul, Korea, 30 pp.
13. Lam, W. Y.; Su, R. K.-L.; and Pam, H.-J., 2005, “Experimental Study on Embedded Steel Plate Composite Coupling Beams,” Journal of Structural Engineering, ASCE, V. 131, No. 8, pp. 1294-1302. doi: 10.1061/(ASCE)0733-9445(2005)131:8(1294)10.1061/(ASCE)0733-9445(2005)131:8(1294) ↗
14. Marcakis, A. H., and Mitchell, D., 1980, “Precast Concrete Connections with Embedded Steel Member,” PCI Journal, V. 25, No. 4, pp. 88-116. doi: 10.15554/pcij.07011980.88.11610.15554/pcij.07011980.88.116 ↗
15. Mattock, A. H., and Gaffar, G. H., 1982, “Strength of Embedded Steel Sections as Brackets,” ACI Journal Proceedings, V. 79, No. 2, Mar.-Apr., pp. 83-93.10.14359/10883 ↗
16. Naish, D.; Fry, A.; Klemencic, R.; and Wallace, J., 2013, “Reinforced Concrete Coupling Beams—Part I: Testing,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec., pp. 1057-1066.10.14359/51686160 ↗
17. Park, W. S., and Yun, H. D., 2005, “Seismic Behaviour of Steel Coupling Beams Linking Reinforced Concrete Shear Walls,” Engineering Structures, V. 27, No. 7, pp. 1024-1039. doi: 10.1016/j.engstruct.2005.02.01310.1016/j.engstruct.2005.02.013 ↗
18. Paulay, T., and Binney, J. R., 1974, “Diagonally Reinforced Coupling Beams of Shear Walls,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 579-598.
19. Paulay, T., and Priestley, M. J. N., 1992, Seismic Design of Reinforced Concrete and Masonry Structures, John Wiley & Sons, New York.10.1002/9780470172841 ↗
20. Precast/Prestressed Concrete Institute, 1999, PCI Design Handbook: Precast and Prestressed Concrete, fifth edition, Chicago, IL.
21. Shahrooz, B. M.; Remmetter, M. E.; and Qin, F., 1993, “Seismic Design and Performance of Composite Coupled Walls,” Journal of Structural Engineering, ASEC, V. 119, No. 11, pp. 3291-3309. doi: 10.1061/(ASCE)0733-9445(1993)119:11(3291)10.1061/(ASCE)0733-9445(1993)119:11(3291) ↗
22. Tassios, T. P.; Moretti, M.; and Bezas, A., 1996, “On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls,” ACI Structural Journal, V. 96, No. 6, Nov.-Dec., pp. 711-720.