Abstract

Two types of lap-spliced intermediate hoops were proposed to address the construction difficulty encountered for conventional intermediate hoops or stirrups used in the plastic hinge regions of beams of special moment-resisting frames. In the proposed type one hoops, a set of U-bars was lap-spliced to the other set of U-bars. The U-bar set was formed by multiple U-bars welded together by the longitudinal holding wires. Weldable steel wire reinforcement was used. In the proposed type two hoops, two three-dimensional stirrups were lap-spliced to form two intermediate hoops. The lap-splice length was based on the Class B tension lap splice of ACI 318. Three full-scale beam specimens, including two specimens with the proposed lap-spliced intermediate hoops and one control specimen with conventional intermediate stirrups, were tested using lateral cyclic loading. Test results showed that the specimens with the proposed lap-spliced intermediate hoops exhibited better drift capacities, energy dissipation ability, and moment strength than the control specimen. The proposed lap-spliced intermediate hoops were more effective in restraining the buckling of longitudinal bars than the conventional closed stirrups.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The authors are grateful to Chien Kuo Construction Co., Ltd., and the National Science and Technology Council (NSTC) of Taiwan under Contract No. 109-2221-E-002-003-MY3 for financial support, and the National Center for Research on Earthquake Engineering (NCREE) of Taiwan for experimental facilities and personnel.

References

ACI (American Concrete Institute). 1983. ACI building code requirements for structural concrete. ACI318-83. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 1995. Building code requirements for reinforced concrete (ACI 318-95). ACI318-95. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI318-19. Farmington Hills, MI: ACI.
ASTM. 2006. Standard test methods and definitions for mechanical testing of steel products. ASTM A370-10. West Conshohocken, PA: ASTM.
ASTM. 2010. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard specification for carbon-steel wire and welded wire reinforcement. ASTM A1064/A1064M. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard specification for deformed and plain low-alloy steel bars for concrete reinforcement. ASTM A706/A706M-14. West Conshohocken, PA: ASTM.
Behera, U., and K. Rajagopalan. 1969. “Two-piece U-stirrups in reinforced concrete beams.” ACI J. Proc. 66 (7): 522–524.
DeGagné, B., E. Erdogmus, and J. Savage. 2016. “Longitudinal bar spacing and intermediate ties.” Concr. Int. 38 (5): 43–46.
Elwood, K. J., J. Maffei, K. A. Riederer, and K. Telleen. 2009. “Improving column confinement; Part 2: Proposed new provisions for the ACI 318 building code.” Concr. Int. 31 (12): 41–48.
FEMA. 2000. NEHRP guidelines for the seismic rehabilitation of buildings. FEMA 356. Washington, DC: FEMA.
Kim, C.-G., H.-G. Park, and T.-S. Eom. 2019. “Cyclic load test and shear strength degradation model for columns with limited ductility tie details.” J. Struct. Eng. 145 (2): 04018249. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002254.
Lee, T. K., C. C. Chen, and K. S. Zhan. 2018. “The cyclic performance of reinforced concrete columns using the lap-spliced crosstie and lap-spliced inner hoop.” Struct. Concr. 19 (4): 1146–1156. https://doi.org/10.1002/suco.201700098.
Mander, J. B., M. J. N. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Mo, Y. L., and S. J. Wang. 2000. “Seismic behavior of RC columns with various tie configurations.” J. Struct. Eng. 126 (10): 1122–1130. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1122).
Nguyen, N. V. B. 2022. “Seismic shear behavior and design of reinforced concrete columns with high-strength reinforcement and concrete.” Doctoral thesis, Dept. of Civil Engineering, College of Engineering, National Taiwan Univ.
Pfister, J. F. 1964. “Influence of ties on the behavior of reinforced concrete columns.” ACI J. Proc. 61 (5): 521–538.
Tanaka, H., R. Park, and B. McNamee. 1985. “Anchorage of transverse reinforcement in rectangular reinforced concrete columns in seismic design.” Bull. N. Z. Soc. Earthquake Eng. 18 (2): 165–190. https://doi.org/10.5459/bnzsee.18.2.165-190.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 3March 2024

History

Received: Feb 5, 2023
Accepted: Oct 23, 2023
Published online: Dec 27, 2023
Published in print: Mar 1, 2024
Discussion open until: May 27, 2024

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Distinguished Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan (corresponding author). ORCID: https://orcid.org/0000-0001-5779-3943. Email: [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan. ORCID: https://orcid.org/0009-0001-7919-1561. Email: [email protected]
Jyun-Lin Huang [email protected]
Formerly, Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Sec. 4, Roosevelt Rd., Taipei 10617, Taiwan. Email: [email protected]
Vice President, Chien-Kuo Construction Co., Ltd., 20F, No. 67, Sec. 2, Dunhua S. Rd., Da’an District, Taipei 106045, Taiwan. ORCID: https://orcid.org/0009-0008-6356-3157. Email: [email protected]

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