Nonlinear modeling of the infill wall based on the brittle cracking model

Abstract:This paper introduces a new numerical method for the analysis of infilled steel frames with hollow clay blocks. This approach is based on the brittle cracking model of ABAQUS. The results of the in-plane calibration analyses obtained with four experimental tests are presented and discussed....

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Bibliographic Details

Published in:	Numerical Methods in Civil Engineering
Main Authors:	A. Keyvani Borujeni, T. Mahdi
Format:	Article
Language:	English
Published:	K. N. Toosi University of Technology 2017-05-01
Subjects:	infill steel moment frame masonry brittle cracking model in-plane behaviour
Online Access:	https://nmce.kntu.ac.ir/article_160425_e3745d44c9220af69993a79a71dd52a9.pdf