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A new macromodel for the assessment of the seismic response of infilled RC frames
Author(s) -
Pantò Bartolomeo,
Rossi Pier Paolo
Publication year - 2019
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.3163
Subject(s) - opensees , infill , structural engineering , quadrilateral , masonry , diagonal , engineering , frame (networking) , finite element method , macro , shear wall , flexural strength , computer science , geometry , mathematics , telecommunications , programming language
Summary Numerous research studies have proved that numerical models aiming at an accurate evaluation of the seismic response of RC framed buildings cannot ignore the inelastic behaviour of infills and the interaction between infill and frame elements. To limit the high computational burden of refined non‐linear finite element models, in the latest decades, many researchers have developed simplified infill models by means of single or multiple strut‐elements. These models are low time‐consuming and thus adequate for static and dynamic analyses of multi‐storey structures. However, their simulation of the seismic response is sometimes unsatisfying, particularly in the presence of infill walls with regular or (particularly) irregular distributions of openings. This paper presents a new 2D plane macro‐element, which provides a refined simulation of the non‐linear cyclic response of infilled framed structures at the expense of a limited computational cost. The macro‐element consists of an articulated quadrilateral panel, a single 1D diagonal link, and eight 2D links and is able to model the shear and flexural behaviour of the infill and the non‐linear flexural/sliding interaction between infill and surrounding frame. The proposed macro‐element has been implemented into the open source software OpenSees and used to simulate the response of single‐storey, single‐span RC infilled frame prototypes tested by other authors. The above prototypes are selected as made of different masonry units and characterised by full or open geometric configuration.