Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection

<div>(a) Deformation failure processes; (b) stiffness degradation of two specimens provided by reference [<a href="/journals/ace/2019/3725373/#B38">38</a>]; (c) deformation failure processes of two specimens provided by reference [<a href="/journals/ace/2019/3725373/#B38">38</a>].</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection 