Study on seismic performance of frame structure with viscous damping staircase

Autor:	Ke Changren, Wang Hanqin
Rok vydání:	2020
Předmět:	History Viscous damping business.industry Frame (networking) Structure (category theory) Structural engineering business Geology Computer Science Applications Education
Zdroj:	Journal of Physics: Conference Series. 1676:012069
ISSN:	1742-6596 1742-6588
DOI:	10.1088/1742-6596/1676/1/012069
Popis:	Based on the significant energy dissipation performance of the viscous damper, the force-displacement hysteresis curve is full and the Maxwell mechanical model has a weak dependence on vibration frequency. Combining the failure mode of the staircase damage with the Maxwell mechanical model, this paper proposes an earthquake-resistant frame staircase model with damped bearings. A finite element analysis of a nine-story reinforced concrete structure is performed using SAP2000. By setting three different connection methods on the staircase structure, the similarities and differences of different staircase structures to the input seismic wave feedback are analyzed to compare the advantages and disadvantages of its seismic performance.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::f4ab0714d75d1a1b7ca6f7810e8299f0 https://doi.org/10.1088/1742-6596/1676/1/012069 Zobrazit plný text záznamu