Study on Seismic Performance of a Two-Bay Two-Story RCF with Construction Joint under Low-Reversed Cyclic Loading

Abstract:

Based on experiment of a two-bay two-story reinforced concrete frame with construction joint under low-reversed cyclic loading, hysteretic performance, displacement ductility, bearing capacity degeneration, rigidity degeneration, energy dissipation and displacement restoring capacity are studied systematically. The studies show that the frame with construction joint has not better seismic performance than the monolithic cast frame.

• Periodical: Advanced Materials Research (Volumes 753-755)
• Pages: 719-723
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.753-755.719
• Online since: August 2013
• Authors: Xi Kang Yan, Kang Ma, Cheng Dong, Lei Wang, Pei Chen
• Keywords: Bearing Capacity Degeneration, Construction Joint, Displacement Ductility, Hysteretic Energy, Reinforced Concrete Frame, Seismic Performance

References

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