journal article·2019-05-01

New Arrangement of Transverse Reinforcement in Rectangular Solid Columns

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ACI Structural Journal· Volume 116· Issue 3
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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 (25)

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1. Azizinamini, A.; Corley, W. G.; and Johal, L. S. P., “Effects of Transverse Reinforcement on Seismic Performance of Columns,” ACI Structural Journal, V. 89, No. 4, July-Aug. 1992, pp. 442-450.10.14359/3030 ↗
2. Mo, Y. L., and Wang, S. J., “Seismic Behavior of RC Columns with Various Tie Configurations,” Journal of Structural Engineering, ASCE, V. 126, No. 10, 2000, pp. 1122-1130. doi: 10.1061/(ASCE)0733-9445(2000)126:10(1122)10.1061/(ASCE)0733-9445(2000)126:10(1122) ↗
3. Zhang, Q.; Gong, J.; and Ma, Y., “Seismic Shear Strength and Deformation of RC Columns Failed in Flexural Shear,” Magazine of Concrete Research, V. 66, No. 5, 2014, pp. 234-248. doi: 10.1680/macr.13.0022110.1680/macr.13.00221 ↗
4. Su, J.; Wang, J.; Bai, Z.; Wang, W.; and Zhao, D., “Influence of Reinforcement Buckling on the Seismic Performance of Reinforced Concrete Columns,” Engineering Structures, V. 103, No. 15, 2015, pp. 174-188. doi: 10.1016/j.engstruct.2015.09.00710.1016/j.engstruct.2015.09.007 ↗
5. Jing, D. H.; Yu, T.; and Liu, X. D., “New Configuration of Transverse Reinforcement for Improved Seismic Resistance of Rectangular RC Columns: Concept and Axial Compressive Behavior,” Engineering Structures, V. 111, 2016, pp. 383-393. doi: 10.1016/j.engstruct.2015.12.01410.1016/j.engstruct.2015.12.014 ↗
6. Watson, S.; Zahn, F. A.; and Park, R., “Confining Reinforcement for Concrete Columns,” Journal of Structural Engineering, ASCE, V. 120, No. 6, 1994, pp. 1798-1824. doi: 10.1061/(ASCE)0733-9445(1994)120:6(1798)10.1061/(ASCE)0733-9445(1994)120:6(1798) ↗
7. Sheikh, S. A., and Khoury, S. S., “A Performance-Based Approach for the Design of Confining Steel in Tied Columns,” ACI Structural Journal, V. 94, No. 4, July-Aug. 1997, pp. 421-431.10.14359/493 ↗
8. Yi, W.-J.; Li, P.; and Kunnath, S. K., “Experimental Studies on Confinement Effect of Steel Hoops in Concrete Columns,” ACI Structural Journal, V. 109, No. 1, Jan.-Feb. 2012, pp. 3-10.10.14359/51683488 ↗
9. Ou, Y.-C.; Ngo, S.-H.; Yin, S. Y.; Wang, J.-C.; and Wang, P.-H., “Shear Behavior of Oblong Bridge Columns with Innovative Seven-Spiral Transverse Reinforcement,” ACI Structural Journal, V. 111, No. 6, Nov.-Dec. 2014, pp. 1339-1350. doi: 10.14359/5168687310.14359/51686873 ↗
10. Han, Q.; Zhou, Y.; Du, X.; Huang, C.; and Lee, G. C., “Experimental and Numerical Studies on Seismic Performance of Hollow RC Bridge Columns,” Earthquakes and Structures, V. 7, No. 3, 2014, pp. 251-269. doi: 10.12989/eas.2014.7.3.25110.12989/eas.2014.7.3.251 ↗
11. Shin, H.-O.; Yoon, Y.-S.; Cook, W. D.; and Mitchell, D., “Enhancing the Confinement of Ultra-High-Strength Concrete Columns Using Headed Crossties,” Engineering Structures, V. 127, 2016, pp. 86-100. doi: 10.1016/j.engstruct.2016.08.02410.1016/j.engstruct.2016.08.024 ↗
12. Kim, T.-H.; Choi, J.-H.; Lee, J.-H.; and Shin, H. M., “Performance Assessment of Hollow RC Bridge Column Sections with Reinforcement Details for Material Quantity Reduction,” Magazine of Concrete Research, V. 65, No. 21, 2013, pp. 1277-1292. doi: 10.1680/macr.13.0007310.1680/macr.13.00073 ↗
13. Kim, T.-H.; Lee, J.-H.; and Shin, H. M., “Performance Assessment of Hollow RC Bridge Columns with Triangular Reinforcement Details,” Magazine of Concrete Research, V. 66, No. 16, 2014, pp. 809-824. doi: 10.1680/macr.13.0025710.1680/macr.13.00257 ↗
14. Kim, T.-H.; Lee, K.-M.; and Shin, H. M., “Nonlinear Analysis of Reinforced Concrete Shells Using Layered Elements with Drilling Degree of Freedom,” ACI Structural Journal, V. 99, No. 4, July-Aug. 2002, pp. 418-426.10.14359/12110 ↗
15. Kim, T.-H.; Lee, K.-M.; Yoon, C.-Y.; and Shin, H. M., “Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I: Theory and Formulation,” Journal of Structural Engineering, ASCE, V. 129, No. 9, 2003, pp. 1199-1207. doi: 10.1061/(ASCE)0733-9445(2003)129:9(1199)10.1061/(ASCE)0733-9445(2003)129:9(1199) ↗
16. Kim, T.-H.; Lee, K.-M.; Chung, Y.-S.; and Shin, H. M., “Seismic Damage Assessment of Reinforced Concrete Bridge Columns,” Engineering Structures, V. 27, No. 4, 2005, pp. 576-592. doi: 10.1016/j.engstruct.2004.11.01610.1016/j.engstruct.2004.11.016 ↗
17. Kim, T.-H.; Kim, Y.-J.; Kang, H.-T.; and Shin, H. M., “Performance Assessment of Reinforced Concrete Bridge Columns using a Damage Index,” Canadian Journal of Civil Engineering, V. 34, No. 7, 2007, pp. 843-855. doi: 10.1139/l07-00310.1139/l07-003 ↗
18. MCT (Ministry of Construction and Transportation), “Korean Highway Bridge Design Code (Limit State Design),” MCT, Seoul, Korea, 2015.
19. CEN (Comite Europeen de Normalisation), “Eurocode 2: EN 1992-1: Design of Concrete Structures – Part 1: General Rules and Rules for Buildings,” Brussels, Belgium, 2004.
20. AASHTO, “AASHTO LRFD Bridge Design Specifications,” seventh edition, American Association of State Highway and Transportation Officials, Washington, DC, 2014.
21. Park, R., “Ductility Evaluation from Laboratory and Analytical Testing,” Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, 1998, pp. 605-616.
22. Taylor, R. L., FEAP – A Finite Element Analysis Program, Version 7.2 Users Manual, Volume 1 and Volume 2, University of California, Berkeley, Berkeley, CA, 2000.
23. Mander, J. B.; Priestley, M. J. N.; and Park, R., “Theoretical Stress-Strain Model for Confined Concrete,” Journal of Structural Engineering, ASCE, V. 114, No. 8, 1988, pp. 1804-1826. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804)10.1061/(ASCE)0733-9445(1988)114:8(1804) ↗
24. ATC (Applied Technology Council) – 32, “Improved Seismic Design Criteria for California Bridges: Provisional Recommendations,” Redwood City, CA, 1996.
25. FEMA 273, “NEHRP Guidelines of the Seismic Rehabilitation of Buildings,” Federal Emergency Management Agency, Washington, DC, 1997.