Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers (2020)
Attributed to:
SPINE: Resilience-Based Design of Biologically Inspired Columns for Next-Generation Accelerated Bridge Construction
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1016/j.soildyn.2019.105876
Publication URI: http://dx.doi.org/10.1016/j.soildyn.2019.105876
Type: Journal Article/Review
Parent Publication: Soil Dynamics and Earthquake Engineering