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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| Main Authors: | A. Keyvani Borujeni, T. Mahdi |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2017-05-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160425_e3745d44c9220af69993a79a71dd52a9.pdf |
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