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Modelling in-plane dynamic response of a fastening system for horizontal concrete facade panels in RC precast buildings
ID
Starešinič, Gabrijela
(
Author
),
ID
Zoubek, Blaž
(
Author
),
ID
Gams, Matija
(
Author
),
ID
Isaković, Tatjana
(
Author
),
ID
Fischinger, Matej
(
Author
)
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https://www.sciencedirect.com/science/article/pii/S0141029620338116
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Abstract
The paper presents experimental and analytical studies of the dynamic in-plane response of typical fastening systems for horizontal cladding panels in RC precast industrial buildings in Central Europe. The system consists of two main parts: a pair of top bolted connections, which provide the horizontal stability of the panel, and a pair of bottom cantilever connections, which support the weight of the panel. A typical response mechanism of the fastening system consists of three distinct stages: sliding with limited friction, contact with the panel causing an increase in the connection stiffness, and failure. It has been found that the capacity of the complete system is limited by the displacement capacity of the top connections, which are the most critical components. Therefore, it is better to express the capacity of the entire system in terms of displacements. Appropriate numerical models for the complete fastening system have been proposed and validated by the results of the presented experiments. The top and bottom connections were analysed separately and showed physically different response behaviours. The typical Coulomb friction model was used to describe the friction in the top connection, whereas the viscous friction model better simulated variable friction in the bottom connection. The contacts that occur when the gap for sliding of panels closes were simulated by an abrupt increase of the stiffness of the connection.
Language:
English
Keywords:
civil engineering
,
engineering structures
,
precast buildings
,
horizontal cladding panels
,
connections
,
dynamic tests
,
response mechanism
,
numerical modelling
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2020
Number of pages:
12 str.
Numbering:
Vol. 224, art. 111210
PID:
20.500.12556/RUL-121000
UDC:
624.07
ISSN on article:
0141-0296
DOI:
10.1016/j.engstruct.2020.111210
COBISS.SI-ID:
25888003
Publication date in RUL:
28.09.2020
Views:
1226
Downloads:
210
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Record is a part of a journal
Title:
Engineering structures
Shortened title:
Eng. struct.
Publisher:
Elsevier
ISSN:
0141-0296
COBISS.SI-ID:
7750666
Licences
License:
CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:
http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:
The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Secondary language
Language:
Slovenian
Keywords:
gradbeništvo
,
gradbene konstrukcije
,
montažne hale
,
vodoravni fasadni paneli
,
stiki
,
dinamični testi
,
mehanizem odziva
,
numerično modeliranje
Projects
Funder:
ARRS - Slovenian Research Agency
Project number:
J2-7316
Name:
Potresna žilavost in utrjevanje montažnih industrijskih stavb z betonskimi fasadami
Funder:
EC - European Commission
Funding programme:
FP7
Project number:
314122
Name:
Improved fastening systems of cladding wall panels of precast buildings in seismic zones
Acronym:
SAFECLADDING
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