Abstract
The poor design practice of beam column joints is compounded by the high demand imposed by the adjoining flexural members (beams and columns) in the event of mobilizing their inelastic capacities to dissipate seismic energy. Unsafe design and detailing within the …
Cite
CITATION STYLE
APA
M Kulkarni, S., & D Patil, Y. (2014). Cyclic Behavior of Exterior Reinforced Beam-Column Joint with Cross-Inclined Column Bars. IOSR Journal of Mechanical and Civil Engineering, 11(4), 09–17. https://doi.org/10.9790/1684-11430917
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