The Institute of Theoretical and Applied Mechanics 3 records found  Search took 0.06 seconds. 
1.
The traditional approach to seismic hazard mitigation is to design structures with sufficient strength capacity and the ability to deform in a ductile manner. Alternative [...]
2.
Damages of adjacent bridge structures due to relative responses such as poundings and unseating have been observed in many earthquakes. The isolators in bridge structures [...]
3.
The spatial variability of the input ground motion at the supporting foundations plays a key role in the structural response of flexible long span bridges such as cable-s [...]

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