Titlebook: Stringer-Panel Models in Structural Concrete; Applied to D-region Johan Blaauwendraad Book 2018 The Author(s) 2018 Plates and FEM.Structur

Herbivorous

Beam with a Recess,is region is discussed. The equilibrium set of loading forces is presumed to be obtained from a beam analysis program. The forces in the stringers and panels can be computed by hand on the basis of considerations of equilibrium alone. In the D-region, the shear stresses become substantially larger t

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Deep Beam with Opening,eight 4 m and span 11 m. The bottom left-hand corner is supported by a force 3000 kN and the right-hand edge is fixed to an adjacent shear wall. The deep beam is loaded on top by a point load 5000 kN at a distance 4 m from the left-hand support and by a distributed line load 120 kN/m, accounting for

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Wall with Large Opening,n the PCI Journal of May/June 1987. The span of the wall is 7.0 m and the height 4.7 m. The square opening has sides 1.5 m. A point load of 3000 kN occurs at the top of the wall, 4.5 m to the right of the left-hand support. Two SPM solutions are provided. The first corresponds to the approach in the

Trochlea

Integral Bridge,e. The integral bridge under consideration has a post-tensioned concrete deck which is monolithically connected to a transverse concrete beam. Both the deck and transverse beam are cast in situ. The transverse beam is rigidly fixed to concrete-filled tubular steel piles. The case is modelled as a tw

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https://doi.org/10.1007/978-1-349-03275-4ion. We show that the accuracy of state-of-the-art methods can drop, and that they fail mostly on poses absent from the training set. Unfortunately, since the space of hand poses is highly dimensional, it is inherently not feasible to cover the whole space densely, despite recent efforts in collecti

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