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Performance assessment of novel parallel double-stage yield buckling-restrained braces for seismic hazard mitigation

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F25%3A10257242" target="_blank" >RIV/61989100:27120/25:10257242 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S0143974X25000677" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0143974X25000677</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.jcsr.2025.109389" target="_blank" >10.1016/j.jcsr.2025.109389</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Performance assessment of novel parallel double-stage yield buckling-restrained braces for seismic hazard mitigation

  • Original language description

    A novel parallel double-stage yield buckling restrained brace (PDY-BRB) is introduced within this investigation. The proposed BRB is characterized by unique detailing that facilitates rapid assembly and reliable mechanical performance while exhibiting substantial adaptability in load resistance, deformability, and energy dissipation capacity to accommodate diverse design criteria. A critical evaluation of high-performance materials is initially undertaken. Subsequently, a detailed configuration of the PDY-BRB and hysteretic behavior is presented. The cyclic performance of the PDY-BRB is subsequently investigated through finite element analysis, encompassing hysteretic response, energy dissipation capacity, re-centering capability, and mechanical indexes. A comprehensive parametric study is then conducted to assess the influence of geometrical characteristics on the cyclic behavior of the PDY-BRB, leading to the development of an improved PDY-BRB (IPDY-BRB). The research is extended to a system-level analysis to evaluate PDY-BRB&apos;s and IPDY-BRB&apos;s efficacy in seismic control. Findings indicate that the rational design of the PDY-BRB effectively mitigates the structure&apos;s peak and residual inter-story drift ratio. A salient advantage of the proposed BRBs over conventional BRBs is their superior control of residual story drift ratios. © 2025 Elsevier Ltd

  • 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

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Others

  • Publication year

    2025

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Constructional Steel Research

  • ISSN

    0143-974X

  • e-ISSN

    1873-5983

  • Volume of the periodical

    227

  • Issue of the periodical within the volume

    Neuveden.

  • Country of publishing house

    US - UNITED STATES

  • Number of pages

    27

  • Pages from-to

    nestránkováno

  • UT code for WoS article

    001425753800001

  • EID of the result in the Scopus database

    2-s2.0-85217011715