Influência da distribuição transversal de armaduras longitudinais junto ao pilar na resistência ao punçoamento,
Faria, Ricardo, Jesus Catarina, Marreiros Rui, and Ramos António
, Encontro Nacional Betão Estrutural 2018, 7-9 Nov., LNEC, Lisboa, (2018)
Punching of Flat Slabs under Reversed Horizontal Cyclic Loading,
Ramos, António, Marreiros Rui, Almeida André, Isufi Brisid, and Inácio Micael
, ACI Fall Convention 2016, Philadelphia, (2016)
AbstractFlat slab structures are a very common structural solution nowadays, due to their architectural and economic advantages. However, flat slab-column connections may be vulnerable to punching failure, especially in an event of an earthquake, with potentially high human and economic losses. This type of structural solution is adequately covered by design codes and recommendations in North America, due to a large amount of experimental research carried out. In Europe the situation is different, missing specific guidance to flat slab design under earthquake action in most European codes. The ACI 318-14 prescriptive approach to the gravity shear ratio-drift ratio relationship shows good agreement with experimental results. Following a similar approach and, based in a databank containing cyclic horizontally loaded tests of slab-column connections found in literature, proposals are made applicable to EC2 and MC2010.
Punching of Steel Fibre Reinforced Concrete Flat Slabs,
Gouveia, Nuno, Fernandes Nelson, Faria Duarte, Ramos António, and Lúcio Válter
, fib symposium Tel Aviv 2013, Tel Aviv, p.1–4, (2013)
Abstract
Punching Shear Behavior of Full-Scale Flat Slabs Cast From Coarse Recycled Aggregate Concrete,
Fecko, Tadeáš, Kormošová Ľudmila, Ramos António Pinho, Coronelli Dario, Ruiz Miguel Fernández, Vollum Robert, and Halvonik Jaroslav
, fib Symposium, p.2451 – 2456, (2025)
Abstractn/a