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Variazione di lunghezza [m]<br />

Variazione di lunghezza [m]<br />

POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER<br />

EARTHQUAKE<br />

PROF. CLAUDIO MODENA<br />

RESEARCH ACTIVITY<br />

Single flat jack tests - CA-J1S-J2S<br />

700<br />

Prova: CA-J1S<br />

Cantiere: Castello de L'Aquila<br />

Comune: L'Aquila<br />

Data: 10/11/2009<br />

600<br />

CA-J1S<br />

Base 1<br />

Base 2<br />

1 2 3 4<br />

500<br />

400<br />

300<br />

2<br />

1<br />

4<br />

3<br />

Base 3<br />

Base 4<br />

Point 1<br />

State of stress<br />

<br />

2.47 N/mm 2<br />

200<br />

100<br />

0<br />

-100<br />

700<br />

0.00Prova: CA-J2S 0.50 1.00 1.50 2.00 2.50 3.00<br />

Cantiere: Castello de L'Aquila<br />

Comune: L'Aquila<br />

Data: 10/11/2009<br />

Sforzo [N/mm 2 ]<br />

1<br />

2 3 4<br />

600<br />

500<br />

3<br />

2<br />

CA-J2S<br />

Base 1<br />

Base 2<br />

Base 3<br />

Base 4<br />

Point 2<br />

State of stress<br />

<br />

1.82 N/mm 2<br />

400<br />

1<br />

300<br />

4<br />

200<br />

100<br />

0<br />

-100<br />

0.00 0.50 1.00 1.50 2.00 2.50 3.00<br />

Sforzo [N/mm 2 ]<br />

POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE

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