Abstract
The analysis procedure accounts for the effect of infills in all three stages, namely, in computing seismic loading, in predicting response of the infilled frame, and in determining the strength of the infilled frame. Practical guidelines, which can be implemented during the construction phase and which have beneficial effects on the behaviour of infilled frames, are provided. Application of the proposed analytical procedure in a design situation is demonstrated through a numerical example. -from Authors
Original language | English |
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Pages (from-to) | 576-587 |
Number of pages | 12 |
Journal | Canadian Journal of Civil Engineering |
Volume | 22 |
Issue number | 3 |
DOIs | |
State | Published - 1995 |