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
Rehabilitation of Historical Masonry Bridges,
Rodrigues, Neuza, Ramos António, and Branco Fernando
, 1st International Conference Construction Heritage in Coastal and Marine Environments – Damage, Diagnostic, Maintenance and Rehabilitation, Lisbon, p.1–10, (2008)
Abstract
Repair and Strengthening Methods of Flat Slabs for Punching,
Ramos, Antonio, Lucio Valter, and Regan Paul E.
, International Workshop on Punching Shear Capacity of RC Flat Slabs, Stockholm, p.125–133, (2000)
AbstractThe present work reports experimental research carried out on repair and strengthening methods of flat slabs for punching. The repair and strengthening methods studied are: strengthening using transversal prestress, repair by substitution of the damaged concrete; and strengthening using steel beams as a column head, connected to the column and to the slab with epoxy resin and mechanical expansion anchors. Four experimental test slabs (AR1 to AR4) were produced and tested: two with transversal prestress, one only repaired and one strengthened with a steel column head. The execution process, its efficiency and design, are discussed.