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(g)<br />

(g)<br />

POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER<br />

EARTHQUAKE<br />

PROF. CLAUDIO MODENA<br />

Nave longitudinal <strong>and</strong> transversal failure mechanisms<br />

NKML<br />

NKMT<br />

a0 values, nave mechanisms<br />

0.50<br />

0.45<br />

0.40<br />

0.35<br />

0.30<br />

0.25<br />

0.20<br />

0.15<br />

0.10<br />

0.05<br />

0.00<br />

NKMT NKML b NKML a<br />

0.30<br />

NKMT<br />

0.25<br />

NKML a<br />

NKML b<br />

0.20<br />

0.15<br />

0.10<br />

0.05<br />

0.00<br />

0.00 0.25 0.50 0.75 1.00 1.25 1.50 1.75<br />

CONTROL POINT DISPLACEMENT (m)<br />

Two kinematic<br />

mechanisms were<br />

considered, evaluating<br />

the nave longitudinal<br />

seismic capacity <strong>and</strong> the<br />

response of the<br />

barrelled vault of the<br />

main nave to transversal<br />

seismic actions<br />

POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE

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