Reinforced masonry#
Structural fragility parameters#
Building class |
Intensity measure |
Median slight damage |
Median moderate damage |
Median extensive damage |
Median complete damage |
Logarithmic standard deviation |
|---|---|---|---|---|---|---|
MR/LWAL+DUL/H1 |
PGA |
0.5384307811243572 |
0.8261171758142205 |
1.0569493949451136 |
1.2484797833835775 |
0.5297440793272344 |
MR/LWAL+DUL/H2 |
SA(0.3s) |
0.6012687328863693 |
1.089632679131812 |
1.5450739594688927 |
1.9598948655230881 |
0.6178506380529122 |
MR/LWAL+DUL/H3 |
SA(0.6s) |
0.3053056150549485 |
0.4961590451935906 |
0.6808918046193388 |
0.8526860408663705 |
0.590636149992251 |
MR/LWAL+DUL/H4 |
SA(0.6s) |
0.3654820646517739 |
0.5392471934527112 |
0.7077783548984721 |
0.8643888366690129 |
0.5288909753348552 |
MR/LWAL+DUL/H5 |
SA(0.6s) |
0.40949093594860125 |
0.5667712680953259 |
0.7230286455331415 |
0.8705647499568717 |
0.5156480965937642 |
MR/LWAL+DUM/H1 |
PGA |
0.659272311865182 |
1.0023997886340064 |
1.2742356230585579 |
1.4981325398098244 |
0.4972824811635544 |
MR/LWAL+DUM/H2 |
SA(0.3s) |
0.7168166868784334 |
1.2369218289171218 |
1.7205803250590204 |
2.159739432440383 |
0.589732405929065 |
MR/LWAL+DUM/H3 |
SA(0.6s) |
0.3390727102529464 |
0.5801533977857279 |
0.821859198879591 |
1.0521299346618944 |
0.5989697409214686 |
MR/LWAL+DUM/H4 |
SA(0.6s) |
0.4180457914792873 |
0.6277248672667427 |
0.8328791482595034 |
1.024755080481697 |
0.5566033375869162 |
MR/LWAL+DUM/H5 |
SA(0.6s) |
0.4681026668853651 |
0.6506456703167356 |
0.8316384126905271 |
1.0022890016242465 |
0.5145893993597033 |
MR/LWAL+DUH/H1 |
PGA |
0.8007397407955368 |
1.2355516527829153 |
1.5822758188231787 |
1.8691364689813657 |
0.4785062508741079 |
MR/LWAL+DUH/H2 |
SA(0.3s) |
0.8572733391903898 |
1.5530420854948004 |
2.194614560153755 |
2.775028040725929 |
0.5721361297812864 |
MR/LWAL+DUH/H3 |
SA(0.6s) |
0.3923352649927952 |
0.6881718677762967 |
0.9892158885337451 |
1.278948245753089 |
0.619355893777734 |
MR/LWAL+DUH/H4 |
SA(0.6s) |
0.450090718622103 |
0.7105569830708738 |
0.9749366851454672 |
1.2288123406611147 |
0.5414839718354172 |
MR/LWAL+DUH/H5 |
SA(0.6s) |
0.5277156778155655 |
0.7390267657404378 |
0.948933109603711 |
1.1471399815663033 |
0.5279237776133908 |
MR/LWAL+DUL/H1/CCA |
PGA |
0.641033331688007 |
0.9666773895519486 |
1.224533874946473 |
1.4367331239155725 |
0.4977265948782215 |
MR/LWAL+DUL/H2/CCA |
SA(0.3s) |
0.6879801353905423 |
1.219190335500699 |
1.7062148361281817 |
2.1450178113073943 |
0.5849675544600152 |
MR/LWAL+DUL/H3/CCA |
SA(0.6s) |
0.3264362383817315 |
0.5422474020661482 |
0.7548407130737383 |
0.9549355716529738 |
0.6083349110047584 |
MR/LWAL+DUL/H4/CCA |
SA(0.6s) |
0.38850752859779336 |
0.5822101845671513 |
0.7725288720575898 |
0.9510424914656872 |
0.5500469801794926 |
MR/LWAL+DUL/H5/CCA |
SA(0.6s) |
0.43915915180597836 |
0.6037151370772521 |
0.7662443825124434 |
0.9190213941445756 |
0.5233137709763377 |
Structural fragility curves#
