Sheаr wаll is аррlied tо соunter the effeсts оf lаterаl lоаd асting оn а struсture. Wind аnd seismiс lоаds аre mоst соmmоn thаt sheаr wаlls designed саrry in high rise building. This рrоjeсt used fоur mоdels 7 flооrs building with three vаriаtiоns роsitiоn. The dimensiоn eасh flооr 15 m x m. In this study resроnse seven stоried reinfоrсed соnсrete аnаlysed by disрlасement-соntrоlled рushоver аn...

Buildings damages due to earthquakes generally happen because designs of the buildings do not consider earthquake resistance aspects and fulfil technical standards resistant buildings. The structure designed in this work was a seven-storey office building, with symmetrical design plan. earthquake-resisting system used dual special moment resisting frame (SMRF) shear wall for reinforced concrete...

We describe the identification of a gene called pushover (push), which affects both behavior and synaptic transmission at the neuromuscular junction. Adults carrying either of two mutations in push exhibit sluggishness, uncoordination, a defective escape response, and male sterility. Larvae defective in push exhibit increased release of transmitter at the neuromuscular junction. In particular, ...

The effects of Dextra Groutec couplers on the global performance precast reinforced concrete frames are investigated by comparing criteria conventional RC structures to that said such elements connected end-to-end using these couplers. As provide continuity reinforcement, this mechanism can perform as a unit, and entire structural system be considered emulative long is comparable conventionally...

The widespread brittle failure of welded beam-to-column connections caused by the 1994 Northridge and 1995 Kobe earthquakes highlighted the need for retrofitting measures effective in reducing the strength demand imposed on connections under cyclic loading. Researchers presented the reduced beam section (RBS) as a viable option to create a weak zone away from the connection, aiding the preventi...