seismic design of frp reinforced concrete structures
TRANSCRIPT
1900
mm
Section with 12-bar arrangement
355 mm
355mms/2
1160 mm
s63 mm
diameter
Hole
4 Grade 8,20 mm bolts
355 mm
520
mm
Long column
Beam cross-section
305 mm
405
mm
s/219
00 m
m
1160 mm
s
63 mmdiameter
Hole
405 mm
520
mm
Long beam
Horizontal MTS actuator
Steel loading beamassembly
Two vertical MTS actuators(One on each side) 3500 mm
Dual steel Aframes
4120 mmor
3220 mm
Laboratory strong floorFoundation
Column
3500 mm
850 mm