Simplified Two-Column Analytically Based Fiber Model
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Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Engineering and Vibration Analysis
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References (12)
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7. Mostafa, K.; Sanders, D. H.; and Saiidi, M., “Impact of Aspect Ratio on Two-Column Bent Seismic Performance,” No. CCEER 04-03, Center for Earthquake Engineering Research, Department of Civil Engineering, University of Nevada, Reno, Reno, NV, 2004, 569 pp.
8. Mehrsoroush, A., Experimental and Analytical Seismic Studies of Bridge Piers with Innovative Pipe Pin Column-Footing Connections and Precast Cap Beams, University of Nevada, Reno, Reno, NV, 2014, 810 pp.
9. MuntasirBillah, A. H. M., and Alam, M. S., “Seismic Performance Evaluation of Multi-Column Bridge Bent Retrofitted with Composite Materials,” Proceedings of the 3rd International Structural Specialty Conference, Edmonton, AB, Canada, 2012, 11 pp.
10. Priestley, M. N.; Seible, F.; and Calvi, G. M., Seismic Design and Retrofit of Bridges, John Wiley & Sons, Inc., New York, 1996, 686 pp.10.1002/9780470172858 ↗
11. Saatcioglu, M., and Razvi, S. R., “Strength and Ductility of Confined Concrete,” Journal of Structural Engineering, ASCE, V. 118, No. 6, 1992, pp. 1590-1607. doi: 10.1061/(ASCE)0733-9445(1992)118:6(1590)10.1061/(ASCE)0733-9445(1992)118:6(1590) ↗
12. Dhakal, R. P., and Maekawa, K., “Path-Dependent Cyclic Stress-Strain Relationship of Reinforcing Bar Including Buckling,” Engineering Structures, V. 24, No. 11, 2002, pp. 1383-1396. doi: 10.1016/S0141-0296(02)00080-910.1016/S0141-0296(02)00080-9 ↗