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Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns

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TLDR
In this paper, the performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared.
Abstract
The performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.

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Simplified macro‐model for infill masonry walls considering the out‐of‐plane behaviour

TL;DR: In this article, the authors developed a simplified macro-model that takes into account the out-of-plane behaviour of the infill panels and the corresponding in-plane and outofplane interaction when subjected to seismic loadings.
Journal ArticleDOI

Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan

TL;DR: In this article, a computer code for the nonlinear static analysis of spatial framed structures is developed, adopting a path-following analysis based on the arc-length method to obtain the pushover curve for an assigned in-plan direction of the seismic loads.
Journal ArticleDOI

Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses

TL;DR: In this article, bivariate fragility estimates for reinforced concrete (RC) buildings accounting for their three-dimensional (3D) response to earthquake ground motions conditioning on spectral accelerations in the two horizontal directions.
Journal ArticleDOI

Behaviour of reinforced concrete column under biaxial cyclic loading-state of the art

TL;DR: In this article, a review of the existing test on reinforced concrete (RC) columns under biaxial load has been carried out and the experimental results show that the RC columns' response is highly dependent on the loading pattern, and the biaaxial loading induces a decrease in the maximum strength and anticipates each damage state, thus, in columns where demands are expected with large moments in both directions, specific detailing should be provided in their critical regions in order to improve the columns' performance and avoid premature failure.
Journal ArticleDOI

Mainshock-aftershock damage assessment of infilled RC structures

TL;DR: In this paper, the authors present a numerical study regarding the mainshock-aftershock damage assessment of infilled reinforced concrete (RC) structures considering the combined in-plane and out-of-plane nonlinear behaviour.
References
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Journal ArticleDOI

Theoretical stress strain model for confined concrete

TL;DR: In this paper, a stress-strain model for concrete subjected to uniaxial compressive loading and confined by transverse reinforcement is developed for concrete sections with either spiral or circular hoops, or rectangular hoops with or without supplementary cross ties.
MonographDOI

Seismic Design of Reinforced Concrete and Masonry Buildings

TL;DR: In this paper, the causes and effects of earthquakes: Seismicity, Structural Response, Seismic Action, and Seismical Action in Member Design principles of member design.
Journal ArticleDOI

Method for Random Vibration of Hysteretic Systems

TL;DR: In this paper, a new method of modeling and solution of a large class of hysteretic systems (softening or hardening, narrow or wideband) under random excitation is proposed.
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