A numerical study of the seismic response of arched and vaulted structures made of isotropic or composite materials. (15th March 2018)

• Record Type: Journal Article
• Authors: Tornabene, Francesco; Dimitri, Rossana
• Is Part Of: Engineering structures. Volume 159(2018)
• Page Start: 332
• Page End: 366
• Publication Date: 2018-03-15
• Subjects: Arch -- Composite materials -- Generalized differential quadrature method -- Higher-order algorithms -- Shells -- Structural dynamics -- Vaults; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.12.042
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The seismic response of laminated arched and vaulted structures is analyzed. The effect of the thickness and material variation along the structure is investigated. The GDQ method is applied for numerical analyses together with the Newmark method. The sensitivity of the response to some geometrical and mechanical parameters is shown. Abstract: The Generalized Differential Quadrature (GDQ) and Newmark methods are chosen to solve time integration problems such as the dynamics of composite arches and vaults with constant and variable cross-sections, under seismic impulse loading applied at the base. A 2D Equivalent Single Layer (ESL) shell theory is used to analyze the problem numerically, where the governing equations of motion are solved in a strong form without passing through any variational formulation. The total time interval is discretized in time steps, as required by a Newmark approach, and the GDQ method is applied to solve a system of linear ordinary differential equations for each time step. The accuracy of the proposed method in predicting the dynamic response of the arched or vaulted structures is demonstrated by comparing the GDQ-based results for different geometries and external loadings, with the ones obtained with a standard Finite Element Method (FEM).