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POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE PROF. CLAUDIO MODENA DESIGN OF THE INTERVENTION: INTERNAL SCAFFOLING EXECUTION PHASES • Bisogna far convergere i due diagonali al centro del pilastro, per evitare il crollo dell’angolata • Costruzione prima del blocco più interno, poi di quello più esterno • Per ogni portale, costruzione prima delle torrette, poi dei collegamenti POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE
POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE PROF. CLAUDIO MODENA DESIGN OF THE INTERVENTION: INTERNAL SCAFFOLING ‣ System of ties at different hights to confine the structure ‣ Steel ties φ 16 anchored with 2 steel profiles UPN 160 mm ‣ 1 tie every 2 meters: 6 ties on the total height Morali di ripartizione da 160x160 mm fungono da base di appoggio All’esterno, morali e UPN formano un graticcio POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE
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ENGINEER’S SEMINAR: HISTORIC BUIL
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POSSIBLE SOLUTIONS BEFORE AND IMMED
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Velocità sonica (m/s) Velocità so
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Variazione di lunghezza [m] POSSIBL
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Page 109 and 110: (g) (g) (g) POSSIBLE SOLUTIONS BEFO
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