A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cyclic testing of single-span weak frames with masonry infill
Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper. The samples, scaled 1 to 2, were subjected to the approximately constant vertical and in-plane horizontal cyclic load. Various geometrical and mechanical properties of reinforced-concrete frames and masonry infill were considered. Equations for estimating the interstorey drift ratio at the limit states under study are proposed based on testing conducted in the paper.
Cyclic testing of single-span weak frames with masonry infill
Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper. The samples, scaled 1 to 2, were subjected to the approximately constant vertical and in-plane horizontal cyclic load. Various geometrical and mechanical properties of reinforced-concrete frames and masonry infill were considered. Equations for estimating the interstorey drift ratio at the limit states under study are proposed based on testing conducted in the paper.
Cyclic testing of single-span weak frames with masonry infill
Goran Gazić (author) / Vladimir Sigmund (author)
2016
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Cyclic testing of single bay steel frames with various types of masonry infill
| Online Contents | 2013
Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill
| Online Contents | 2013
Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls
| DOAJ | 2023
Micro-modeling of RC frames with masonry infill
| British Library Conference Proceedings | 2005