[PDF][PDF] Performance of masonry-infilled R/C frames under in-plane lateral loads: analytical modeling
AB Mehrabi, PB Shing - Proc., NCEER Workshop on Seismic …, 1994 - nehrpsearch.nist.gov
Finite element models considering the fracture behavior of RIC frames, masonry units,
mortar joints, and frame-panel interface have been developed to study the lateral load
resistance of masonry-infilled RIC frames. The models have been validated with the results
of tests conducted on l/2-scale, single-story, RIC frames infilled with concrete masonry units.
An excellent correlation has been obtained between the experimental and numerical results.
This analysis method can be used to evaluate the influence of different design parameters …
mortar joints, and frame-panel interface have been developed to study the lateral load
resistance of masonry-infilled RIC frames. The models have been validated with the results
of tests conducted on l/2-scale, single-story, RIC frames infilled with concrete masonry units.
An excellent correlation has been obtained between the experimental and numerical results.
This analysis method can be used to evaluate the influence of different design parameters …
Performance of masonry-infilled R/C frames under in plane lateral loads: Analytical modeling
AB Menhrabi, PB Shing - Proceedings from the NCEER …, 1994 - pesquisa.bvsalud.org
Finite element models considered the fracture bahavior of R/C frames, masonry units, mortar
joints, and frame panel interface have been developed to study the lateral load resistance of
masonry infilled R/C frames, The models have been validated with the results of tests
conduced on 1/2 scale, single story, R/C frames infilled with concrete masonry units. An
excellent correlation has been obtained between the influence of different desing
parameters on the performance of infilled frames (AU)
joints, and frame panel interface have been developed to study the lateral load resistance of
masonry infilled R/C frames, The models have been validated with the results of tests
conduced on 1/2 scale, single story, R/C frames infilled with concrete masonry units. An
excellent correlation has been obtained between the influence of different desing
parameters on the performance of infilled frames (AU)
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