Archive

UDK: 624.03.012.3.001.3:699.84
DOI: n/a

Published: Građevinar 61 (2009) 11
Paper type: Original scientific paper
Download article (Croatian): PDF
Download article (English): n/a
View count: 1010

Seismic safety of prefabricated reinforced-concrete halls - analytical study

Matej Fischinger, Miha Kramar, Tatjana Isaković

Abstract

The analytical study of prefabricated reinforced concrete halls is described in the paper. The use is made of hysteresis model which takes into account reduction in bearing capacity within a specific cycle and at repeated cycles with equal displacements. The model is also used in risk assessment with probability analysis. The results have enabled critical assessment of corresponding provisions contained in Eurocode 8, 2004, namely the performance factor and the related design earthquake force.

Keywords
hysteresis model, reduction in bearing capacity, analysis of probability, prefabricated hall, Eurocode 8, reinforced-concrete structure, seismic risk

HOW TO CITE THIS ARTICLE:

Fischinger, M., Kramar, M., Isaković, T.: Seismic safety of prefabricated reinforced-concrete halls - analytical study, GRAĐEVINAR, 61 (2009) 11

OR:

Fischinger, M., Kramar, M., Isaković, T. (2009). Seismic safety of prefabricated reinforced-concrete halls - analytical study, GRAĐEVINAR, 61 (11)
Authors:

Matej Fischinger
University of Ljubljana,
Faculty of Civil and Geodetic Engineering,
Institute of Structural Engineering, Earthquake Engineering and Construction

Miha Kramar

Tatjana Isaković
University of Ljubljana,
Faculty of Civil and Geodetic Engineering,
Institute of Structural Engineering, Earthquake Engineering and Construction