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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