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Seismic behavior of plain- and reinforced-masonry buildings
Tomaževič, Miha ; Weiss, Polona
Povzeti so rezultati eksperimentalne študije, v kateri smo raziskovali obnašanje dveh modelov trietažne, nearmirane in armirane zidane stavbe z enako zasnovo konstrukcije. Za analizo nosilnosti in ...zmožnosti disipacije energije smo uporabili izmerjeni odziv in ugotovljeni mehanizem obnašanja obeh zgradb. Ugotovili smo, da z armiranjem zidovja z navpično armaturo ob robovih zidov in z vodoravno armaturo v fugah nad zidaki občutno izboljšamo odpornost, zmožnost disipacije energije in globalno duktilnost. Mehanizem obnašanja se je spremenil od etažnega mehanizma, ki je prevladoval pri nearmiranem modelu, do mehanizma strižne stene z odprtinami v primeru armiranega modela. V Zadnjem primeru pri prevzemu vodoravnih sil s svojo upogibno nosilnostjo sodelujejo tudi stropne konstrukcije in preklade
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