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Pouzdanost tradicionalnih zidanih građevina s drvenim stropovima na potresno djelovanje

Reliability of traditional timber-floor masonry buildings to seismic action

Medium: journal article
Language(s): Croatian
Published in: Građevinar, , n. 10, v. 72
Page(s): 869-893
DOI: 10.14256/jce.2965.2020
Abstract:

A considerable number of timber floor masonry structures, typical for construction practices of the late 19th century, were damaged in the earthquake that struck Zagreb on 22 March 2020. Due to the lack of reliable earthquake analyses of this type of structures, it is difficult to estimate the level of risk such buildings are exposed to in the case of design earthquake events. The results of seismic analysis of one such structure are presented in the paper. The analysis is based on displacements and is known as PBD (Performance Based Design). The real necessity, efficiency, and methods for improving seismic response of this type of structures, are discussed.

Copyright: © 2020 ,
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10522587
  • Published on:
    09/12/2020
  • Last updated on:
    10/05/2023
 
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