Internal slab-column connections under monotonic and cyclic imposed rotations

IS Drakatos, A Muttoni, K Beyer - Engineering Structures, 2016 - Elsevier
Reinforced concrete flat slabs supported by slender columns are often used as gravity load
resisting system for buildings in regions of moderate seismicity. Current codes of practice …

[LIVRE][B] Probabilistic earthquake loss estimation and loss disaggregation in buildings

H Aslani - 2005 - search.proquest.com
This study develops a probabilistic loss estimation methodology that explicitly accounts and
propagates many sources of uncertainty with the objective of providing quantitative …

[LIVRE][B] Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering

CM Ramirez - 2009 - search.proquest.com
The goal of current building codes is to protect life-safety and do not contain provisions that
aim to mitigate the amount of damage and economic loss suffered during an earthquake …

Seismic Damage Assessment of Reinforced Concrete Slab-Column Connections—Review of Test Data, Code Provisions and Analytical Models

AS Genikomsou - Buildings, 2024 - mdpi.com
Reinforced concrete slab-column connections are vulnerable to punching shear failure
when subjected to combined gravity and lateral loadings during earthquakes. Over the …

Finite-element analysis of reinforced concrete slabs with punching shear reinforcement

AS Genikomsou, MA Polak - Journal of Structural Engineering, 2016 - ascelibrary.org
Finite-element analyses (FEA) of reinforced concrete slab-column connections with shear
reinforcement are presented and discussed. Ultimate loads and crack patterns are shown …

Reversed horizontal cyclic loading tests of flat slab specimens with studs as shear reinforcement

B Isufi, A Pinho Ramos, V Lúcio - Structural Concrete, 2019 - Wiley Online Library
The results of a series of experiments on four reinforced concrete flat slab specimens with
shear studs and a control specimen without any shear reinforcement are presented. The …

Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars

M Eladawy, M Hassan, B Benmokrane, E Ferrier - Engineering Structures, 2020 - Elsevier
In flat plates, the use of high-strength concrete (HSC) in the slabs, and the presence of shear
reinforcement in the vicinity of columns are considered effective, economical, and practical …

Deformation capacity evaluation for flat slab seismic design

A Muttoni, D Coronelli, M Lamperti Tornaghi… - Bulletin of earthquake …, 2022 - Springer
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 …

Effect of flexural reinforcement type and ratio on the punching behavior of RC slab-column edge connections subjected to reversed-cyclic lateral loads

M El-Gendy, E El-Salakawy - Engineering Structures, 2019 - Elsevier
Three full-scale reinforced-concrete (RC) slab-column edge connections were constructed
and tested to failure under a combination of gravity load and uniaxial reversed-cyclic lateral …

Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings

H Aslani, E Miranda - Journal of Earthquake Engineering, 2005 - World Scientific
Fragility functions that estimate the probability of exceeding different levels of damage in
slab-column connections of existing non-ductile reinforced concrete buildings subjected to …