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Masonry research for EurocodesTomaževič, MihaRobustnost zidakov in načini zidanja sta pomembna parametra, ki določata obnašanje zidov pri potresni obtežbi. Raziskave večjega števila zidov so pokazale, da je v primeru, ko zaradi pretankih sten ... votlakov pride do prezgodnje krhke porušitve, vpliv načina zapolnitve navpičnih reg zanemarljiv, vložena armatura pa ne vpliva na nosilnost zidu. V takšnih primerih je nosilnost zidov in potresna odpornost konstrukcij, izračunana z enačbami predpisov, izpeljanih s predpostavko trdnega obnašanja zidakov, precenjena. Krhki zidaki niso primerni za zidanje stavb na potresnih območjih. Raziskave obnašanja modelov dveh tipov zidanih stavb na potresni mizi so pokazale, da je velikostni red vrednosti faktorja obnašanja konstrukcije za navadne in povezane zidane konstrukcije, ki jih predlaga Eurocode 8, ustrezen, velikost pa odvisna od zasnove konstrukcije. V primerih zasnove konstrukcije, katerih obnašanje smo raziskali, priporočamo uporabo vrednosti na spodnji meji razpona.Source: Skopje earthquake : 40 years of European Earthquake Engineering : SE 40EEE [Elektronski vir] (9 str.)Type of material - conference contributionPublish date - 2003Language - englishCOBISS.SI-ID - 870247
Author
Tomaževič, Miha
Topics
zidarske zveze |
gradbeništvo |
potresno inženirstvo |
krhkost |
zidane stavbe |
faktor obnašanja |
zidaki
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Database name | Field | Year |
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Tomaževič, Miha | 00654 |
Source: Personal bibliographies
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