Beam-column and beam-column slab joints have been recognized as critical elements in seismic design of reinforced concrete frames. Under seismic excitations, these are subjected to high horizontal and vertical forces whose magnitudes are much higher than those within adjacent beams and columns. Conventional concrete loses its strength after formation of multiple cracks. However, fibrous concrete can sustain a portion of its resistance following cracking to resist more cycles of loading. The main objective of this paper is to present a comprehensive review of published literature pertaining to high performance light weight aggregate fibrous concrete structural systems with special reference to beam-column and beam column slab junctions. Some gap areas in the existing published work have been identified and presented in this paper so that further studies can be undertaken by incorporating these areas effectively, in order to get an inside and comprehensive findings on the issue.

Full text: IJEIR_1936_Final.pdf