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ABSTRACT A vibration isolation system using spring units and visco ...

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3.1.2 Cyclic horizontal loading test<br />

(1) Loading<br />

At first the <strong>spring</strong> unit is deformed vertically by - 20 mm, - 10 mm (tension), 5 mm, 15 mm, 40 mm<br />

(compression). Then the unit is pushed in two horizontal directions in a right angle by a cyclic load<br />

of a hydraulic jack.<br />

(2) Displacements<br />

The horizontal displacement is ± 10 mm in the first cycle, ± 20 mm in the second cycle, ± 30 mm in<br />

the third cycle <strong>and</strong> ± 42 mm in the forth cycle.<br />

(3) Results<br />

Fig. 5 shows the relation between horizontal load <strong>and</strong> displacement.<br />

Fig. 6 shows the relation between horizontal <strong>spring</strong> rate <strong>and</strong> vertical displacement.<br />

According to Fig. 6, the horizontal <strong>spring</strong> rate increases with increasing vertical displacements. The<br />

results are the same in both horizontal directions.<br />

Fig. 5 Horizontal load-displacement line Fig. 6 Relation between horizontal <strong>spring</strong> rate<br />

<strong>and</strong> vertical displacement<br />

3.1.3 Cyclic vertical loading test<br />

(1) Loading<br />

At first the <strong>spring</strong> unit is deformed horizontally by 0 mm, 30 mm, 42 mm. Then the unit is<br />

dynamically loaded in vertical direction cyclically by a hydraulic jack.<br />

(2) Displacements<br />

At first the <strong>spring</strong> unit is compressed statically by 40 mm. Then it is vertically loaded by ± 20 mm in<br />

the first cycle, ± 30 mm in the second cycle, ± 40 mm in the third cycle <strong>and</strong> ± 50 mm in the fourth<br />

cycle.

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