journal article·2017-09-01

Punching and Lateral Cyclic Behavior of Slab-Column Connections with Shear Bands

Authors not provided

ACI Structural Journal· Volume 114· Issue 5
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (26)

Show source-provided references
1. ACI Committee 318, 1989, “Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary (ACI 318R-89),” American Concrete Institute, Farmington Hills, MI, 353 pp.
2. 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.
3. ACI Committee 421, 2008, “Guide to Shear Reinforcement for Slabs (ACI 421.1R-08),” American Concrete Institute, Farmington Hills, MI, 15 pp.
4. Broms, C. E., 1990, “Shear Reinforcement for Deflection Ductility of Flat Plates,” ACI Structural Journal, V. 87, No. 6, Nov.-Dec., pp. 696-705.10.14359/2988 ↗
5. Choi, K.-K.; Shin, D.-W.; and Park, H.-G., 2014, “Shear-Strength Model for Slab-Column Connections Subjected to Unbalanced Moment,” ACI Structural Journal, V. 111, No. 3, May-June, pp. 491-502. doi: 10.14359/5168653310.14359/51686533 ↗
6. European Committee for Standardization, 2004, “Eurocode 2: Design of Concrete Structures (EN 1992-1-1 (2004)),” Brussels, Belgium, 225 pp.
7. fédération internationale du béton, 2010, “fib Model Code for Concrete Structures 2010,” Lausanne, Switzerland, 434 pp.
8. 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 ↗
9. Hawkins, N. M., 1974, “Shear Strength of Slabs with Shear Reinforcement,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 785-816.
10. Hawkins, N. M.; Mitchell, D.; and Hanna, S. N., 1975, “The Effects of Shear Reinforcement on Reversed Cyclic Loading Behavior of Flat Plate Structures,” Canadian Journal of Civil Engineering, V. 2, No. 4, pp. 572-582. doi: 10.1139/l75-05210.1139/l75-052 ↗
11. Hueste, M. B. D.; Kang, T. H.-K.; and Robertson, I. N., 2009, “Lateral Drift Limits for Structural Concrete Slab-Column Connections, Including Shear Reinforcement Effects,” Proceedings of ASCE Structures Congress, Austin, TX.10.1061/41031(341)165 ↗
12. Joint ACI-ASCE Committee 352, 2011, “Guide for Design of Slab-Column Connections in Monolithic Concrete Structures (ACI 352.1R-11),” American Concrete Institute, Farmington Hills, MI, 65 pp.
13. Kang, T. H.-K., and Park, H.-G., 2012, “Performance of Shear bands in Concrete Slab-Column Connections,” Recent Developments in Reinforced Concrete Slab Analysis, Design, and Serviceability, SP-287, M. Mahamid and F. Malhas, eds., American Concrete Institute, Farmington Hills, MI, 16 pp.
14. 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 ↗
15. Kang, T. H.-K., and Wallace, J. W., 2006, “Punching of Reinforced and Post-Tensioned Concrete Slab-Column Connections,” ACI Structural Journal, V. 103, No. 4, Mar.-Apr., pp. 531-540.10.14359/16429 ↗
16. Kang, T. H.-K., and Wallace, J. W., 2008, “Seismic Performance of Reinforced Concrete Slab-Column Connections with Thin Plate Stirrups,” ACI Structural Journal, V. 105, No. 5, Sept.-Oct., pp. 617-625.10.14359/19945 ↗
17. 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) ↗
18. KCI, 2012, “Korean Structural Design Code (KCI 2012),” Korean Concrete Institute, Seoul, Korea, 599 pp. (in Korean)
19. 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 ↗
20. Luo, Y. H., and Durrani, A. J., 1995, “Equivalent Beam Model for Flat-Slab Buildings—Part I: Interior Connections,” ACI Structural Journal, V. 92, No. 1, Jan.-Feb., pp. 115-124.10.14359/1534 ↗
21. Matzke, E. M.; Lequesne, R. D.; Parra-Montesinos, G. J.; and Shield, C. K., 2015, “Behavior of Biaxially Loaded Slab-Column Connections with Shear Studs,” ACI Structural Journal, V. 112, No. 3, May-June, pp. 335-346. doi: 10.14359/5168740810.14359/51687408 ↗
22. Pan, A., and Moehle, J. P., 1989, “Lateral Displacement Ductility of Reinforced Concrete Slab-Column Connections,” ACI Structural Journal, V. 86, No. 3, May-June, pp. 250-258.10.14359/2889 ↗
23. Park, H.-G.; Kim, Y.-N.; Song, J.-G.; and Kang, S.-M., 2012, “Lattice Shear Reinforcement for Enhancement of Slab-Column Connections,” Journal of Structural Engineering, ASCE, V. 138, No. 3, pp. 425-437. doi: 10.1061/(ASCE)ST.1943-541X.000048410.1061/(ASCE)ST.1943-541X.0000484 ↗
24. Pilakoutas, K., and Li, X., 2003, “Alternative Shear Reinforcement for Reinforced Concrete Flat Slabs,” Journal of Structural Engineering, ASCE, V. 129, No. 9, pp. 1164-1172. doi: 10.1061/(ASCE)0733-9445(2003)129:9(1164)10.1061/(ASCE)0733-9445(2003)129:9(1164) ↗
25. 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 ↗
26. Yamada, T.; Nanni, A.; and Endo, K., 1991, “Punching Shear Resistance of Flat Slabs: Influence of Reinforcement Type and Ratio,” ACI Structural Journal, V. 89, No. 5, Sept.-Oct., pp. 555-56310.14359/2984 ↗