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Variazione di lunghezza [m] Variazione di lunghezza [m] POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE PROF. CLAUDIO MODENA RESEARCH ACTIVITY Single flat jack tests - CA-J1S-J2S 700 Prova: CA-J1S Cantiere: Castello de L'Aquila Comune: L'Aquila Data: 10/11/2009 600 CA-J1S Base 1 Base 2 1 2 3 4 500 400 300 2 1 4 3 Base 3 Base 4 Point 1 State of stress 2.47 N/mm 2 200 100 0 -100 700 0.00Prova: CA-J2S 0.50 1.00 1.50 2.00 2.50 3.00 Cantiere: Castello de L'Aquila Comune: L'Aquila Data: 10/11/2009 Sforzo [N/mm 2 ] 1 2 3 4 600 500 3 2 CA-J2S Base 1 Base 2 Base 3 Base 4 Point 2 State of stress 1.82 N/mm 2 400 1 300 4 200 100 0 -100 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Sforzo [N/mm 2 ] POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE
Variazione di lunghezza [m] POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE PROF. CLAUDIO MODENA Prova con martinetto piatto singolo CA-J1S-Sotto il peduccio della volta 700 Prova: CA-J1S Cantiere: Castello de L'Aquila Comune: L'Aquila Data: 10/11/2009 CA-J1S 600 500 400 300 1 4 3 CA-J1S Base 1 Base 2 Base 3 2 σ = 2.47 N/mm 2 Base 4 200 100 0 1 2 3 4 -100 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Sforzo [N/mm 2 ] lato sala 3 POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE
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(g) (g) (g) POSSIBLE SOLUTIONS BEFO
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