Force–displacement curves of M2.

<div><p>The in-plane seismic behavior of unreinforced masonry (URM) structures is closely related to the aspect ratio of the wall and vertical load. The purpose of this study was to investigate the difference between the failure mode of the model and the horizontal load using the finite...

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Bibliographic Details
Main Author:	Yukun Hu (427264) (author)
Other Authors:	Pengfei Ma (80420) (author), Jitao Yao (14709990) (author)
Published:	2023
Subjects:	Physiology Space Science Environmental Sciences not elsewhere classified Biological Sciences not elsewhere classified Information Systems not elsewhere classified plane seismic behavior simulation results indicate main failure modes overall macro model finite element model higher horizontal load shear failure could main failure mode 00 could bear 70 mpa ). horizontal load using unreinforced masonry walls aspect ratio less horizontal load shear failure failure mode unreinforced masonry masonry walls aspect ratio 70 mpa vertical load flexural failure established using corresponding simulation aspect ratios model increased 20 mpa xlink "> vertical loads significantly improve little effect closely related captured within abaqus software
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Force–displacement curves of M2.

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