β Scribed by Te Chang Liauw
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π SIMILAR VOLUMES
## Abstract Masonry infills are frequently used as interior partitions and exterior walls in buildings. They are usually treated as nonβstructural elements, and their interaction with the bounding frame is often ignored in design. The performance of such structures during an earthquake has attracte
An accurate and practical testing technique to study seismic performance of multi-storey infilled frames is formulated. This technique is based on the pseudo-dynamic method which can provide an acceptable approximation of the dynamic performance of structures under the influence of earthquake excita
Vibration measurements were performed on two adjacent, three-storey reinforced concrete frame buildings with hollow clay brick in"ll panels. The "rst building was a bare frame, and the second one was a similar frame in"lled with brick panels. The fundamental period for the in"lled frame building was