Abq
Discounted Eurocodes and CE Marking Publications
Stiffness Prediction of the Double Lap Shear Joint Part 2 Finite Element Modeling
muh-35-1-1-1005-32
Tying Resistance of a Fin Plate Connection
1-s2.0-S0143974X0700017X-main
20427_LEROY_2011_archivage (1).pdf
Analysis of Corrugated Web Beam to Column Extended End Plate Connection Using
Amoment Resisting Connection for Earthquake Resistant Structures
1-s2.0-S0143974X06001003-main
1-s2.0-S0143974X0800031X-main_2
1-s2.0-S0143974X03002086-main_2
Chap -Monotonic Stiffness Modeling
1-s2.0-S0143974X08000916-main
1-s2.0-S0143974X08001399-main
1-s2.0-S0143974X01000037-main_3
1-s2.0-S0143974X01000980-main
1-s2.0-S0143974X0700171X-main