Steel and concrete composite beams with flexible shear connection: “exact” analytical expression of the stiffness matrix and applications

By C. Faella, E. Martinelli, E. Nigro. 2002

145 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e4f5b6c8985682d39968bbdbc770889ff36e9875

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Igor Planinc
2. Miran Saje
3. Goran Turk
4. S. Schnabl

In Civil and Structural Engineering

1. Guannan Wang
2. Igor Planinc
3. Miran Saje
4. Goran Turk
5. S. Schnabl
6. R. Xu

Citations in the corpus

• Variational principle of partial-interaction composite beams using Timoshenko's beam theory (2012, background): “In the above-mentioned some works concerning FEM [18–31], the principles of virtual work and minimum potential energy were used to derive the formulation of the elements.”
• Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation (2007, background): “…refined to incorporate numerous aspects of non-linear geometric and material behaviour, as well as time dependent effects, fatigue and load reversals, e.g. [Ayoub 2001, Čas et al. 2004, Čas et al. 2004 b, Čas 2004, Fabbrocino et al. 2002, Faella et al. 2002, Gatessco 1999, Smith and Teng 2001].”