possible solutions before and immediately after earthquake ...
possible solutions before and immediately after earthquake ...
possible solutions before and immediately after earthquake ...
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(g)<br />
(g)<br />
(g)<br />
POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER<br />
EARTHQUAKE<br />
PROF. CLAUDIO MODENA<br />
Out of plane façade failure<br />
In plane façade failure<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 />
FKMO1 FKMO2 FKMO3 FKMO4<br />
a0 values, out of plane mechanisms, facade<br />
FKMO1 FKMO2 a1 FKMO2 b1 FKMO2 c1 FKMO2 a2 FKMO2 b2 FKMO2 c2 FKMO3 1 FKMO3 2 FKMO4 FKMO5 FKMO6<br />
FKMO1<br />
FKMO2a, case 1 <strong>and</strong> 2<br />
FKMO2b, case 1 <strong>and</strong> 2<br />
FKMO2a FKMO2b FKMO2c<br />
0.70<br />
0.60<br />
0.50<br />
0.40<br />
0.30<br />
0.20<br />
0.10<br />
0.00<br />
0.80<br />
0.70<br />
0.60<br />
0.50<br />
0.40<br />
0.30<br />
0.20<br />
FKMI1<br />
a0 values, in plane mechanisms, facade<br />
FKMI1<br />
FKMI2<br />
FKMI2<br />
The<br />
mechanisms’<br />
centre of<br />
masses was<br />
considered as<br />
reference<br />
point.<br />
FKMI1<br />
FKMI2<br />
FKMO2c, case 1 <strong>and</strong> 2<br />
0.10<br />
FKMO3, case 1 <strong>and</strong> 2<br />
FKMO4<br />
case 1<br />
o<br />
o<br />
case 2<br />
0.00<br />
0 0.5 1 1.5 2 2.5 3 3.5 4<br />
CONTROL POINT DISPLACEMENT (m)<br />
POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE
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