Sentence examples for the infilled from inspiring English sources

The obtained results indicate that the proposed ECC-strengthening technique can effectively increase the lateral strength and energy absorption capacity of the infilled frame, prevent brittle failure modes in the infill wall, and provide a reasonable system overstrength.

Particular emphasis was placed on the influence of the masonry materials and aspect ratio of infill walls on the hysteretic characteristics of the infilled frames.

In design, the contribution of the masonry infill wall to the shear resistance of the infilled frame structural system is often neglected.

A number of non-linear static (pushover) analyses were performed on proper structural models of the building, considering both the bare framed structure and the infilled one, in order to appraise the influence of infill walls on the failure mechanisms.

The mutual interaction of the frame and the infill plays an important role in controlling the stiffness and strength of the infilled frame.

However, the increase in the volume fraction of hexagonal wire mesh of ferrocement infill showed only a marginal improvement in the strength and behavior of the infilled frame.

Comparative analysis with concurrent incorporation of infill-induced shear damage and bond-slip quantify the loss of strength for the uniformly infilled configuration and the increased deformations for the bare frame and partially infilled configurations in terms of seismic performance parameters.

The objective of this study is to evaluate the contribution of the nonstructural infilled walls in prevention of the progressive collapse of multistory reinforced concrete structures designed according to the ACI 318-08 guidelines and subjected to a loss of primary vertical support.

Further, the results show that the main failure modes of the masonry-infilled RC frames, infilled with hollow clay blocks was the shear failure of the masonry infill, beam column joint failure, and the formation of flexural hinges in the part of RC frame.

The hysteretic behavior of the infill panel and infilled frame was evaluated using a nonlinear structural analysis program, RUAUMOKO.

The energy dissipation capacities of the retrofitted frames turned out to be more than those of the bare infilled frame, thus reducing the seismic demand imposed on the frames.