Experimental Study of the Seismic Performance of a Prefabricated Frame Rocking Wall Structure
Auteur(s): |
Fuwen Zhang
Xiangmin Li Zhuolin Wang Kun Tian Kent A. Harries Qingfeng Xu |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Buildings, 20 septembre 2022, n. 10, v. 12 |
Page(s): | 1714 |
DOI: | 10.3390/buildings12101714 |
Abstrait: |
This paper proposes a prefabricated frame rocking wall (PFRW) structure system in which beams, columns, and rocking walls are all prefabricated components. The rocking wall and the frame are connected by energy-dissipating connectors, and three prestressed tendons are arranged inside the rocking wall. A quasi-static test for the PFRW structure and a conventional frame (CF) structure was conducted. The research results show that the seismic load-resisting capacity of the PFRW structure is increased by about 190% relative to the CF structure, and the energy dissipation coefficient of the PFRW structure is increased to twice that of the CF structure. |
Copyright: | © 2022 by the authors; licensee MDPI, Basel, Switzerland. |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
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sur cette fiche - Reference-ID
10700337 - Publié(e) le:
11.12.2022 - Modifié(e) le:
15.02.2023