Cyclic Response of Dowel Connections in Precast Structures
ID Fischinger, Matej (Author), ID Zoubek, Blaž (Author), ID Kramar, Miha (Author), ID Isaković, Tatjana (Author)

URLURL - Presentation file, Visit http://drugg.fgg.uni-lj.si/4030/ This link opens in a new window

Precast buildings are frequently used in the design practice in Europe. However, the seismic response of one of their key structural elements - connections was poorly investigated. Even for the most commonly used dowel beam to column connections, the information about their seismic response was quite limited, particularly in the case of large relative rotations of beams and columns, which are typical for this type of structures. Therefore, the cyclic response of these connections was experimentally investigated. Two possible types of failure were identified: a) the failure of the dowel and b) the failure of the beam-column joint. Parameters, which control the type of failure, were identified. The strength degradation of 20% in the case of largerelative rotations between columns and beams was observed. Based on the experimental results, a quite robust numerical non-linear macromodel of the investigated connections has been identified.

Keywords:precast buildings, connections, cyclic experiment, seismic response, numerical model
Typology:1.08 - Published Scientific Conference Contribution
Organization:FGG - Faculty of Civil and Geodetic Engineering
Number of pages:Str. 1-10
PID:20.500.12556/RUL-32674 This link opens in a new window
COBISS.SI-ID:6063713 This link opens in a new window
Publication date in RUL:10.07.2015
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Record is a part of a monograph

Title:15th World Conference on Earthquake Engineering : 24 to 28 september 2012, Lisbon, Portugal
Publisher:Sociedade Portuguesa do Engenharia Sísmica : International Association for Earthquake Engineering
COBISS.SI-ID:1914727 This link opens in a new window
Place of publishing:Lisbon

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