Abstract
A numerical example illustrates the steps associated with the seismic design of masonry infilled frames. The example accounts for the effect of the infill in all the design stages: computing seismic loading, predicting the response and assessing the strength of the infilled frame. Numerical results show that the normal design procedures can account for infills in the seismic design of frames.
| Original language | English |
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| Pages (from-to) | 95-102 |
| Number of pages | 8 |
| Journal | Journal of Structural Engineering (Madras) |
| Volume | 25 |
| Issue number | 2 |
| State | Published - Jul 1998 |