EK692
In precast concrete construction ties may be provided wholly within in-situ concrete toppings or connections partly within in-situ concrete and partly within precast members or wholly within precast members but […]
EK618
Partially restrained beam-column connections in precast concrete structures: https://www.scielo.br/j/riem/a/sXYKxcy8XFrdmN5wqdYkqXh/?lang=pt Document title: A study on the behavior of beam-column connections in precast concrete structures: experimental analysis
EK196
Shear forces between adjacent precast concrete components can be transferred through bond, interface joint friction, interlocking by shear keys, dowel action of transverse steel bars or rods.
EK180
The precast concrete floor or roof is analysed by considering the slab as a deep horizontal beam, analogous to a plate girder or beam containing chord elements. The stabilising cores, […]