Shahram Sharifi
Department of Civil Eng., Urmia University
[ 1 ] - Impact of High Strength Rebars on Seismic Behavior of Lightly Reinforced Boundary Elements
Considering economical reasons and attempting to reduce carbon foot print of concrete structures, there is increasing tendency toward use of high strength reinforcement in seismically active regions. ACI 318-19, Iranian steel rebars standard INSO 3132 and next edition of Iranian national building allow the use of high strength rebars in elements of ductile force resisting systems. Therefore it ...
نویسندگان همکار