Analysis and modelling of the seismic behaviour of high ... - Ingegneria

3. SEISMIC BEHAVIOUR OF BOLTED END PLATE BEAM-TO-COLUMN STEEL JOINTS
75
120 150 75
180
105
300
t
230
a) b)
c)
1000
120
120 180
105
180
520
2000
IPE 300
Figure 3.3. (a) Isolated Tee stub; (b) Coupled Tee stub; (c) Complete Joint
Specimen t p Bolt diameter Displacement
(mm) (mm) test procedure
TM-1 12 16 Monotonic
TC-1 12 16 SDTP - 2
TM-2 12 20 Monotonic
TC-2 12 20 SDTP - 2
TM-3 18 20 Monotonic
TC-3 18 20 SDTP - 2
TM-4 18 24 Monotonic
TC-4 18 24 SDTP - 2
TC-5 25 20 SDTP - 2
TC-6 25 24 SDTP - 2
Table 3.1. Properties of Isolated Tee Stubs
Specimen t p Bolt diameter Column t cf Displacement
(mm) (mm) (mm) test procedure
C1B1-1 12 16 HEB180 14 SDTP - 2
C1B2-1 12 16 HEB280 18 SDTP - 2
C1A1-2 12 20 HEA180 9.5 SDTP - 2
C1A2-2 12 20 HEA280 13 SDTP - 2
C1B1-3 18 20 HEB180 14 SDTP - 2
C1B2-3 18 20 HEB280 18 SDTP - 2
C1B1-4 18 24 HEB180 14 SDTP - 2
C1A2-4 18 24 HEA280 13 SDTP - 2
Table 3.2. Properties of Coupled Tee Stubs
t
47