Masonry design for siesmic
Masonry design for siesmic
(OP)
How do we determine that a reinforced masonry wall has nominal ductility? This is in order to determine the force modification factor "R", for seismic design.
Your input is highly appreciated.
Your input is highly appreciated.






RE: Masonry design for siesmic
Hanibal
RE: Masonry design for siesmic