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18 Preliminary design of seismically isolated RC highway overpasses

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shear stress Mpa<br />

ver. stress Mpa<br />

ver. stress Mpa<br />

shear stress Mpa<br />

George C. Manos, Stergios A. Mitoulis and Anastasios G. Sextos<br />

0<br />

-1<br />

-1.5<br />

-2<br />

-2.5<br />

-3<br />

Vertical Load - Dual Bearing 150mm x 150mm<br />

height <strong>of</strong> each bearing 95mm - Rubber height 70mm Specimen<br />

heated for 20 days at 80 deg. C<br />

-0.5 0 0.05 0.1 0.15 0.2<br />

Test 3 H-cyclic<br />

Test 4 H-cyclic<br />

Test 5 H-cyclic<br />

Test 6 H-cyclic<br />

ver. strain<br />

Vertical Preloading <strong>of</strong><br />

specimen prior to<br />

shearing 2.0Mpa<br />

Cyclic Hor. Load - dual bearing 150mm x 150mm<br />

height <strong>of</strong> each bearing 95mm - Rubber height 70mm<br />

Specimen heated for 20 days at 80 deg. C<br />

0.5<br />

Test 3 H-cyclic average<br />

0.25<br />

0<br />

-0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4 0.5<br />

Vertical Preloading<br />

<strong>of</strong> specimen prior<br />

to shearing 2.0Mpa<br />

-0.25<br />

-0.5<br />

shear strain<br />

Test 4 H-cyclic average<br />

0.1 - 1.0Hz<br />

Figure 8c.<br />

Figure 8d.<br />

Figure 8. Results from compression as well as from combined pre-compression and shear for the elastomeric<br />

specimen 150mm x 150mm before and after the artificial aging.<br />

0<br />

-0.5<br />

-1<br />

-1.5<br />

-2<br />

-2.5<br />

Cyclic Hor. Load - Bearing 150mm x 150mm<br />

height <strong>of</strong> each bearing 95mm - Rubber height 70mm<br />

Vertical stiffness<br />

Test 4 80 deg C<br />

0 0.05 0.1 0.15 0.2<br />

Test 5 80 deg C<br />

Vertical Preloading<br />

<strong>of</strong> specimen prior<br />

to shearing 2.0Mpa<br />

ver. strain<br />

Test 3 80 deg C<br />

Test 3 No heat<br />

Test 4 No heat<br />

Test 1 No heat<br />

0.2 - 1.0Hz<br />

Figure 9. Comparison <strong>of</strong> the vertical stress-strain response before and after artificial aging.<br />

In figure 9 the comparison <strong>of</strong> the vertical stress-strain response for this elastomeric bearing<br />

specimen before and after artificial aging is shown. As can be seen, this artificial aging process<br />

resulted in a small decrease in the vertical stiffness for this elastomeric bearing. In figure<br />

10 the effect <strong>of</strong> the artificial aging is depicted by comparing the cyclic shear stress-strain response<br />

before and after the heat treatment. As can be seen in this figure, this artificial aging<br />

process resulted in a very small increase in the shear stiffness for this bearing.<br />

Cyclic Hor. Load - dual bearing 150mm x 150mm<br />

height <strong>of</strong> each bearing 95mm - Rubber height 70mm<br />

0.4<br />

Test 1 H-cyclic no heat<br />

Test 3 H-cyclic 80 deg C<br />

0.2<br />

Vertical<br />

Preloading Vertical <strong>of</strong><br />

0<br />

-0.4 specimen Preloading prior <strong>of</strong> to -0.2 0.0 0.2 0.4<br />

shearing specimen 2.0Mpa prior to<br />

-0.2<br />

shearing 2.0Mpa<br />

-0.4<br />

0.2 - 1.0Hz<br />

shear strain<br />

Figure 10. Comparison <strong>of</strong> the shear stress-strain response before and after artificial aging.<br />

12

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