TY  - JOUR 
AU  - Cacho Pérez, Mariano
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  - eng
PB  - Elsevier
KW  - Plastic hinge
KW  - Planar steel frames
KW  - Collapse load factor
KW  - Collapse mechanism
KW  - Arbitrary distributed loads
KW  - Variable section
TI  - Limit analysis of planar steel frames with variable section type and arbitrary loads
DO  - 10.1016/j.ijnonlinmec.2024.104718
ER  -