Seismic behavior of precast concrete beam-column joints with steel strand inserts under cyclic loading
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F20%3A00524473" target="_blank" >RIV/68378297:_____/20:00524473 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1016/j.engstruct.2020.110766" target="_blank" >https://doi.org/10.1016/j.engstruct.2020.110766</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.engstruct.2020.110766" target="_blank" >10.1016/j.engstruct.2020.110766</a>
Alternative languages
Result language
angličtina
Original language name
Seismic behavior of precast concrete beam-column joints with steel strand inserts under cyclic loading
Original language description
This paper experimentally investigated the seismic behavior of 9 full-scale reinforced concrete (RC) joints—8 precast RC joints and 1 cast-in-place RC joint—under cyclic loading. The precast concrete (PC) joints were divided into 3 types: cast-in-place, precast beam cast-in-place column, and fully precast with assembly. With the presence additional reinforcement at the joint core and debonding of reinforcement in some joints, the PC joints differed with other types of joints. The experimental results, such as hysteretic behavior, energy dissipation capacity and stiffness degradation, were analyzed, which showed that the PC joints with steel strands anchored into the joint core zone could meet the seismic code requirements. Additionally, a finite elementanalysis of the new type of PC joint was performed numerically, and the predicted seismic performance was in very good agreement with the experimental results. Finally, a skeleton model of the PC joint was established through parameter analysis.
Czech name
—
Czech description
—
Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
—
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Engineering Structures
ISSN
0141-0296
e-ISSN
—
Volume of the periodical
216
Issue of the periodical within the volume
August
Country of publishing house
GB - UNITED KINGDOM
Number of pages
17
Pages from-to
110766
UT code for WoS article
000539276800038
EID of the result in the Scopus database
2-s2.0-85084935604