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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
(
Avtor
),
ID
Zoubek, Blaž
(
Avtor
),
ID
Gams, Matija
(
Avtor
),
ID
Isaković, Tatjana
(
Avtor
),
ID
Fischinger, Matej
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(7,34 MB)
MD5: D90FB3AECB6EDA75B6B643538E62B587
URL - Izvorni URL, za dostop obiščite
https://www.sciencedirect.com/science/article/pii/S0141029620338116
Galerija slik
Izvleček
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.
Jezik:
Angleški jezik
Ključne besede:
civil engineering
,
engineering structures
,
precast buildings
,
horizontal cladding panels
,
connections
,
dynamic tests
,
response mechanism
,
numerical modelling
Vrsta gradiva:
Članek v reviji
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:
Objavljeno
Različica publikacije:
Objavljena publikacija
Leto izida:
2020
Št. strani:
12 str.
Številčenje:
Vol. 224, art. 111210
PID:
20.500.12556/RUL-121000
UDK:
624.07
ISSN pri članku:
0141-0296
DOI:
10.1016/j.engstruct.2020.111210
COBISS.SI-ID:
25888003
Datum objave v RUL:
28.09.2020
Število ogledov:
1250
Število prenosov:
210
Metapodatki:
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Objavi na:
Gradivo je del revije
Naslov:
Engineering structures
Skrajšan naslov:
Eng. struct.
Založnik:
Elsevier
ISSN:
0141-0296
COBISS.SI-ID:
7750666
Licence
Licenca:
CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:
http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:
Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
gradbeništvo
,
gradbene konstrukcije
,
montažne hale
,
vodoravni fasadni paneli
,
stiki
,
dinamični testi
,
mehanizem odziva
,
numerično modeliranje
Projekti
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
J2-7316
Naslov:
Potresna žilavost in utrjevanje montažnih industrijskih stavb z betonskimi fasadami
Financer:
EC - European Commission
Program financ.:
FP7
Številka projekta:
314122
Naslov:
Improved fastening systems of cladding wall panels of precast buildings in seismic zones
Akronim:
SAFECLADDING
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