This study develops a probabilistic loss estimation methodology that explicitly accounts and
propagates many sources of uncertainty with the objective of providing quantitative …

Reinforced concrete slab-column connections are vulnerable to punching shear failure
when subjected to combined gravity and lateral loadings during earthquakes. Over the …

Flat-slab buildings are commonly modeled as two-dimensional frames to calculate lateral
drift, unbalanced moments, and shear at slab-column connections. For gravity loads, the …

A model for predicting punching shear failures at interior slab-column connections was
developed based on experimental results obtained at various universities. This model has …

A theoretical study was performed to investigate the punching shear strength of interior slab–
column connections made of steel fiber reinforced concrete (FRC). In the steel FRC slab …

Steel fibre reinforced self-compacting concrete (SFRSCC) consolidates under its own weight
and has been shown to have the ability to provide an efficient reinforcement mechanism …

In flat-slab frames, which are typically designed as secondary seismic structures, the shear
failure of the slab around the column (punching failure) is typically the governing failure …

The paper presents an experimental investigation to assess some aspects of the influence of
non-structural masonry infill walls on seismic resistance of RC frames. Low cycle horizontal …

Many design codes, such as ACI 318− 19, ACI 352.1 R-11 and ASCE 41− 17, offer
deterministic inter-storey drift limit functions of the gravity shear ratios for flat slab floor …

The paper deals with the punching shear behavior and the capacity of interior steel fiber-
reinforced concrete (SFRC) slab-column connections. In the experimental study, the effect of …