journal article·2017-07-01

Reinforced Concrete One-Way Slabs with Large Steps

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ACI Structural Journal· Volume 114· Issue 4
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Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Load-Bearing Analysis

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References (11)

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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
2. American Concrete Institute, 2012, “Detailing Corner: Steps in Beams,” Concrete International, V. 34, No. 6, June, pp. 41-44.
3. Architectural Institute of Korea, 2009, “Korean Building Code and Commentary 2009,” Kimoondang Publishing Co., 1040 pp. (in Korean)
4. Han, S. W.; Kee, S.-H.; Park, Y.-M.; Lee, L.-H.; and Kang, T. H.-K., 2006, “Hysteretic Behavior of Exterior Post-Tensioned Flat Plate Connections,” Engineering Structures, V. 28, No. 14, pp. 1983-1996. doi: 10.1016/j.engstruct.2006.03.02910.1016/j.engstruct.2006.03.029 ↗
5. Hueste, M. B. D., and Wight, J. K., 1999, “Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections,” Journal of Structural Engineering, ASCE, V. 125, No. 9, pp. 997-1008. doi: 10.1061/(ASCE)0733-9445(1999)125:9(997)10.1061/(ASCE)0733-9445(1999)125:9(997) ↗
6. Kang, T. H.-K., and Wallace, J. W., 2005, “Dynamic Responses of Flat Plate Systems with Shear Reinforcement,” ACI Structural Journal, V. 102, No. 5, Sept.-Oct., pp. 763-773.10.14359/14672 ↗
7. Kang, T. H.-K.; Wallace, J. W.; and Elwood, K. J., 2009, “Nonlinear Modeling of Flat-Plate Systems,” Journal of Structural Engineering, ASCE, V. 135, No. 2, pp. 147-158. doi: 10.1061/(ASCE)0733-9445(2009)135:2(147)10.1061/(ASCE)0733-9445(2009)135:2(147) ↗
8. Lee, J. D.; Yoon, J. K.; and Kang, T. H.-K., 2016, “Combined Half Precast Concrete Slab and Post-Tensioned Slab Topping System for Basement Parking Structures,” Journal of Structural Integrity and Maintenance, V. 1, No. 1, pp. 1-9. doi: 10.1080/24705314.2016.115328110.1080/24705314.2016.1153281 ↗
9. Moehle, J. P., 1996, “Seismic Design Considerations for Flat-Plate Construction,” Mete A. Sozen Symposium: A Tribute from His Students, SP-162, J. K. Wight and M. E. Kreger, eds., American Concrete Institute, Farmington Hills, MI, 460 pp.
10. Rha, C.; Kang, T. H.-K.; Shin, M.; and Yoon, J. B., 2014, “Gravity and Lateral Load-Carrying Capacities of Reinforced Concrete Flat Plate Systems,” ACI Structural Journal, V. 111, No. 4, July-Aug., pp. 753-764. doi: 10.14359/5168673110.14359/51686731 ↗
11. Robertson, I. N.; Kawai, T.; Lee, J.; and Enomoto, B., 2002, “Cyclic Testing of Slab-Column Connections with Shear Reinforcement,” ACI Structural Journal, V. 99, No. 5, Sept.-Oct., pp. 605-613.10.14359/12300 ↗