Large Reinforced Concrete Special Moment Frame Beams under Simulated Seismic Loading
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Response to Dynamic Loads
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References (24)
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1. ACI Committee 318, 2008, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 473 pp.
2. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
3. ASCE, 2010, “Minimum Design Loads for Buildings and Other Structures (ASCE 7),” American Society of Civil Engineers, Reston, VA, 593 pp.
4. Beckingsale, C. W., 1980, “Post-Elastic Behaviour of Reinforced Concrete Beam-Column Joints,” Report No. 80-20, Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand, 359 pp.
5. Birss, G. R., 1978, “The Elastic Behaviour of Earthquake Resistant Reinforced Concrete Interior Beam-Column Joints,” Report No. 78-13, Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand, 96 pp.
6. Blakeley, R. W. G.; Megget, L. M.; and Priestley, M. J. N., 1975, “Seismic Performance of Two Full Size Reinforced Concrete Beam-Column Joint Units,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 8, No. 1, pp. 38-69.10.5459/bnzsee.8.1.38-69 ↗
7. Chang, B. J.; Hutchinson, T. C.; and Englekirk, R. E., 2008, “Experimental Seismic Performance Evaluation of Innovative Beam-Column Subassemblies,” Report No. SSRP-08/01, Department of Structural Engineering, University of California, San Diego, San Diego, CA, 198 pp.
8. Dhakal, R. P., and Maekawa, K., 2002a, “Modeling for Postyield Buckling of Reinforcement,” Journal of Structural Engineering, ASCE, V. 128, No. 9, pp. 1139-1147. doi: 10.1061/(ASCE)0733-9445(2002)128:9(1139)10.1061/(ASCE)0733-9445(2002)128:9(1139) ↗
9. Dhakal, R. P., and Maekawa, K., 2002b, “Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members,” Journal of Structural Engineering, ASCE, V. 128, No. 10, pp. 1253-1262. doi: 10.1061/(ASCE)0733-9445(2002)128:10(1253)10.1061/(ASCE)0733-9445(2002)128:10(1253) ↗
10. Elwood, K. J., and Eberhard, M. O., 2009, “Effective Stiffness of Reinforced Concrete Columns,” ACI Structural Journal, V. 106, No. 4, July-Aug., pp. 476-484.10.14359/56613 ↗
11. Karsan, I. D., and Jirsa, J. O., 1969, “Behavior of Concrete under Compressive Loadings,” Journal of the Structural Division, ASCE, V. 95, No. 12, pp. 2543-2564.10.1061/JSDEAG.0002424 ↗
12. Kunnath, S. K.; Heo, Y.; and Moehle, J. F., 2009, “Nonlinear Uniaxial Material Model for Reinforcing Steel Bars,” Journal of Structural Engineering, ASCE, V. 134, No. 4, pp. 333-343. doi: 10.1061/(ASCE)0733-9445(2009)135:4(333)10.1061/(ASCE)0733-9445(2009)135:4(335) ↗
13. LATBSDC, 2014, “An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region,” Los Angeles Tall Buildings Seismic Design Council, Los Angeles, CA, 51 pp.
14. Moehle, J., 2014, Seismic Design of Reinforced Concrete Buildings, McGraw-Hill, New York, 760 pp.
15. Monti, G., and Nuti, C., 1992, “Nonlinear Cyclic Behavior of Reinforcing Bars Including Buckling,” Journal of Structural Engineering, ASCE, V. 118, No. 12, pp. 3268-3284. doi: 10.1061/(ASCE)0733-9445(1992)118:12(3268)10.1061/(ASCE)0733-9445(1992)118:12(3268) ↗
16. Panagiotou, M.; Visnjic, T.; Antonellis, G.; Moehle, J.; and Galanis, P., 2013, “Effect of Hoop Reinforcement Spacing on the Cyclic Response of Large Reinforced Concrete Special Moment Frame Beams,” Report No. 2013/16, Pacific Earthquake Engineering Research Center, Berkeley, CA.
17. Pantazopoulou, S. J., 1998, “Detailing for Reinforcement Stability in RC Members,” Journal of Structural Engineering, ASCE, V. 124, No. 6, pp. 623-632. doi: 10.1061/(ASCE)0733-9445(1998)124:6(623)10.1061/(ASCE)0733-9445(1998)124:6(623) ↗
18. Paulay, T., and Scarpas, A., 1981, “The Behavior of Exterior Beam-Column Joints,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 14, No. 3, pp. 131-144.10.5459/bnzsee.14.3.131-144 ↗
19. Popov, E. P.; Bertero, V. V.; and Krawinkler, H., 1972, “Cyclic Behavior of Three Reinforced Concrete Flexural Members with High Shear,” Report No. EERC 72-5, Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, 530 pp.
20. Restrepo, J. I.; Park, R.; and Buchanan, A., 1990, “Seismic Behaviour of Connections Between Precast Concrete Elements,” Report No. 93-3, Department of Civil and Natural Resources Engineering, University of Canterbury, New Zealand, 385 pp.
21. Rodriguez, M.; Botero, J.; and Villa, J., 1999, “Cyclic Stress-Strain Behavior of Reinforcing Steel Including Effect of Buckling,” Journal of Structural Engineering, ASCE, V. 125, No. 6, pp. 605-612. doi: 10.1061/(ASCE)0733-9445(1999)125:6(605)10.1061/(ASCE)0733-9445(1999)125:6(605) ↗
22. Scott, B. D.; Park, R.; and Priestley, M. J. N., 1982, “Stress-Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates,” ACI Journal Proceedings, V. 79, No. 1, Jan.-Feb., pp. 13-27.10.14359/10875 ↗
23. Visnjic, T., 2014, “Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames,” doctoral dissertation, University of California, Berkeley, Berkeley, CA, 272 pp.
24. Visnjic, T.; Panagiotou, M.; and Moehle, J. P., 2012, “Seismic Response of Four 20-Story Tall Reinforced Concrete Special Moment Resisting Frames Designed with Current Code Provisions,” Report No. UCB/SEMM-2012/02, Department of Civil and Environmental Engineering, University of California, Berkeley, Berkeley, CA, 24 pp.