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Zavod za gradbeništvo Slovenije, Ljubljana (ZAGLJ)
  • Seismic response of heritage stone-masonry buildings [Elektronski vir]
    Tomaževič, Miha ; Lutman, Marjana
    The modelling of Authors of papers have to type these in a form suitable for direct reproduction by the publisher. In order to ensure uniform style throughout the volume, all the papers have to be ... prepared strictly according to the instructions set below. A laser printer should be used to print the text. The manuscript will be reduced to 85% by the publisher and will be printed in black only. Seismic response of heritage stone-masonry buildings is discussed. Since the shear mechanism prevails in the behaviour of unreinforced historical buildings, simple multi-degree-of-freedom system with concentrated masses and storey stiffnesses provides good results if adequate input parameters and hysteretic rules are used in the calculations. It has been shown that up-to-date code requirements regarding the resistance demand are somewhat conservative and difficult to attain. On the basis of earthquake damage observations and subsequent analysis, a reduction of code required values has been proposed without risking the collapse but slightly increasing the expected level of damage to heritage buildings.
    Vir: V International Conference on Structural Analysis of Historical Constructions [Elektronski vir] : possibilities numerical and experimental techniques : New Delhi, India, India Habitat Centre, November 6, 7 and 8, 2006 ([11 f.])
    Vrsta gradiva - prispevek na konferenci
    Leto - 2006
    Jezik - angleški
    COBISS.SI-ID - 1229927

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