In this paper, three precast concrete (PC) frames and one cast-in-situ reinforced-concrete (RC) frame were cast tested to investigate the load-resisting mechanisms of emulative PC with various reinforcing details resist progressive collapse. beams frames, top reinforcement was continuous without curtailment while bottom had different anchorage strength. Test results indicated that, in event mid...

In this study, linear and non-linear static analysis of low-rise models representing two-bay two-story three-bay three-story reinforced concrete framed structures designed as per Indian standard codes (IS 450:2000 IS 1893:2016) for the high seismic region using Envelope loading combination are assessed with without Guidelines U.S. (GSA) General Services Administration. The purpose study is to d...

This paper presents numerical simulations of multi-storey reinforced concrete frames under progressive collapse scenarios. Reinforced with different storeys are modelled using DIANA. The load resistance and failure mode obtained from the simulation. Variations in axial force bending moment at beam end also determined analysed to shed light on transfer mechanism. Numerical results show that sing...