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Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship

Wu, Jing-Ren; Di Sarno, Luigi; Freddi, Fabio; D'Aniello, Mario; (2022) Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship. Engineering Structures , 267 , Article 114699. 10.1016/j.engstruct.2022.114699. Green open access

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Abstract

The study described and summarised in this paper was aimed at developing a framework for the definition of force-displacement relationships for single-strut models for masonry infill walls within steel moment-resisting frames. The methodology is based on a genetic algorithm optimisation and can be used for the calibration of force–displacement curves based on databases from either experiments or numerical simulation. A case study is also tested to demonstrate the framework in detail. Due to limited available experimental data on the seismic response of existing steel frames with masonry infills, a set of comprehensive finite element micro-models developed in Abaqus are used to generate a database. The optimal values of the parameters to feed a force–displacement relationship of the single-strut model of the masonry infills are obtained for each micro-model by solving optimisation problems with a genetic algorithm. The optimisation problem involves the minimisation of the discrepancies between the global responses from the database and their corresponding single-strut models through least square minimisation. With the optimal values as the input variables, a generalised quadrilinear model of the masonry strut is obtained through regression analysis and is validated against additional micro-models of infilled steel frames.

Type: Article
Title: Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.engstruct.2022.114699
Publisher version: https://doi.org/10.1016/j.engstruct.2022.114699
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
Keywords: Moment Resisting Frames, Steel Structures, Masonry Infills, Equivalent strut models, Genetic Algorithm
UCL classification: UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL
URI: https://discovery.ucl.ac.uk/id/eprint/10152919
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