Behaviour of bridges under spatially non-uniform earthquake motions
Why is this work in the frame?
A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.
No Canadian affiliation. An affiliation-only frame — the usual design — would never have seen this work. It is one of the works that make the case for inverting the frame.
The three-model screen
all 1,000 screened works →All three models called this out of scope.
Structural engineering study of bridge response to non-uniform seismic motion.
The work studies bridge responses to earthquakes rather than research practice.
Structural engineering study of bridge seismic response; domain engineering, not metaresearch.
Abstract
Because the soil development along the bridge is never uniform, the spreading seismic waves will be altered by the spatially unequal soil properties along the wave path. In addition, seismic waves have a limited speed. Seismic waves will therefore arrive at the supports of adjacent bridge pier at different instants. Consequently, the bridge will experience spatially non-uniform ground excitation. The research focuses on the consequence of the spatial variation of ground motions for the bridge response. The earthquake is simulated by three large-scale shake tables that excite the bridge structure and adjacent abutments separately. The behaviour of the bridge structure is discussed.
Stored with the screening record, where it is evidence for the labels above.
The record
- Venue
- Proceedings of the World Congress on Civil, Structural, and Environmental Engineering
- Topic
- Structural Engineering and Vibration Analysis
- Field
- Engineering
- Canadian institutions
- —
- Funders
- —
- Keywords
- Nonlinear systemGeologyStructural engineeringComputer sciencePhysicsEngineering
- Has abstract in OpenAlex
- yes