Počet záznamů: 1
Numerical analysis of self-centering energy dissipation brace with arc steel plate for seismic resistance
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SYSNO ASEP 0506882 Druh ASEP J - Článek v odborném periodiku Zařazení RIV J - Článek v odborném periodiku Poddruh J Článek ve WOS Název Numerical analysis of self-centering energy dissipation brace with arc steel plate for seismic resistance Tvůrce(i) Huang, H. (CN)
Zhang, F. (CN)
Zhang, Wei (UTAM-F) RID, ORCID, SAI
Guo, M. (CN)
Urushadze, Shota (UTAM-F) RID, ORCID, SAI
Wu, G. (CN)Celkový počet autorů 6 Číslo článku 105751 Zdroj.dok. Soil dynamics and earthquake engineering. - : Elsevier - ISSN 0267-7261
Roč. 125, October (2019)Poč.str. 11 s. Forma vydání Tištěná - P Jazyk dok. eng - angličtina Země vyd. NL - Nizozemsko Klíč. slova arc steel plate ; self-centering energy dissipation brace ; disc spring ; finite element simulation ; internal force calculation Vědní obor RIV JM - Inženýrské stavitelství Obor OECD Construction engineering, Municipal and structural engineering Způsob publikování Omezený přístup Institucionální podpora UTAM-F - RVO:68378297 UT WOS 000483627900044 EID SCOPUS 85069681735 DOI 10.1016/j.soildyn.2019.105751 Anotace A self-centering energy dissipation brace (SEDB) with an arc steel plate was designed to improve the seismic performance of a structure and reduce the residual structural deformation after an earthquake. Seven groups of self-centering energy dissipation brace models of arc steel plates with different configurations were established based on ABAQUS software. A method for calculating the internal forces, stiffness, yield displacement and yield load of a brace was derived and shows agreement with theoretical values. This brace shows a favorable hysteretic performance that corresponds to its full, flag-shaped hysteretic curve. The stiffness transition of various stages is smooth and stable. The maximum residual deformation of the component is 3.75mm and decreases as prepressing of the disc springs is increased. The component's reset performance can be fully utilized to satisfy specific needs. The advised values for designing the energy dissipation components of an arc steel plate are described as follows: 1/250 of a radian, width of 50–80mm and thickness of 20 mm. The damping force, damping displacement and brace stiffness of the SEDB can be adjusted by the structural parameters of the arc steel plate to satisfy the engineering requirements Pracoviště Ústav teoretické a aplikované mechaniky Kontakt Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285 Rok sběru 2020 Elektronická adresa https://doi.org/10.1016/j.soildyn.2019.105751
Počet záznamů: 1