TY  - JOUR 
AU  - Cacho-Pérez, M.
PY  - 2024
SN  - 0020-7462
UR  - https://uvadoc.uva.es/handle/10324/68144
AB  - This work calculates the collapse load factor and the collapse mechanism of 2D frames with slender structural members of variable section type and arbitrary distributed loads. A Kinematic Direct Method (KDM) is used for calculations. The equilibrium...
LA  - spa
PB  - Elsevier
KW  - Plastic hinge; Planar steel frames; Collapse load factor; Collapse mechanism; Arbitrary distributed loads; Variable section
TI  - Limit analysis of planar steel frames with variable section type and arbitrary loads
DO  - 10.1016/j.ijnonlinmec.2024.104718
ER  -