controlul performanţelor unei structuri metalice multietajate supuse ...
controlul performanţelor unei structuri metalice multietajate supuse ...
controlul performanţelor unei structuri metalice multietajate supuse ...
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CONTROLUL PERFORMANŢELOR UNEI STRUCTURI<br />
METALICE MULTIETAJATE SUPUSE LA ACŢIUNI SEISMICE<br />
• Rotirile articulaţiilor plastice în nodurile din<br />
stânga link-urilor<br />
înălţimea [m]<br />
-0.213395<br />
-0.222613<br />
-0.22036<br />
-0.211972<br />
-0.193729<br />
-0.197763<br />
-0.17888<br />
-0.161232<br />
-0.142598<br />
-0.120426<br />
-0.107936<br />
-0.114048<br />
-0.11083<br />
-0.093907<br />
-0.103208<br />
-0.09135<br />
-0.07601<br />
-0.0717<br />
-0.0749<br />
-0.080663<br />
-0.053123<br />
-0.030042<br />
-0.019642<br />
-0.019279<br />
20<br />
-0.019045<br />
-0.017675<br />
A 3-a CONFERINTA NATIONALA<br />
DE INGINERIE SEISMICA<br />
0<br />
0<br />
0<br />
-0.0204650<br />
40<br />
-0.045971<br />
0<br />
-0.001117<br />
-0.008061<br />
30<br />
-0.015288<br />
-0.01405<br />
10<br />
-0.008907<br />
-0.020994-0.001493<br />
0 0<br />
-0.25 -0.2 -0.15 -0.1 -0.05 0 0.05<br />
rotirea [rad]<br />
60<br />
50<br />
η = 1,526<br />
η = 1,726<br />
η = 1,848<br />
θpl = 0,08<br />
θpl = 0,02
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