The Influence Of Infill Walls In
R.c. Frame Seismic Response
Author(s)
S. Albanesi, T. Albanesi & F. Carboni
Abstract
A non linear finite element model for the seismic analysis of an infilled frame is
proposed. Two no-tension struts to simulate the interaction between the r.c.
frame and the infill wall, including windows and door openings, are calibrated
on numerical evaluations. Results show that two different reduction factors have
to be applied to stiffness and strength in order to consider the effects of openings
compared to the full infill panel. The role of light infill walls - even with
openings - is proved to be important.
Keywords: infilled r.c. frame, equivalent strut, seismic behaviour.
1 Introduction
Most studies on infill wall behaviour aim
Keywords
Related Book
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