@article{ec44e7c1a6624179a9f6cd1ae904f1ff,
title = "Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers",
keywords = "Accelerated bridge construction, Frequency response functions, Nonlinear dynamic, Precast post-tensioned segmental piers, Rocking dynamic, Rocking mechanism",
author = "Ehsan Ahmadi and Kashani, {Mohammad M.}",
note = "Funding Information: The first author acknowledges support received by the UK Engineering and Physical Sciences Research Council (EPSRC) for a Prosperous Nation [grant number EP/R039178/1]: SPINE: Resilience-Based Design of Biologically Inspired Columns for Next-Generation Accelerated Bridge Construction]. Funding Information: The first author acknowledges support received by the UK Engineering and Physical Sciences Research Council (EPSRC) for a Prosperous Nation [grant number EP/R039178/1 ] : SPINE: Resilience-Based Design of Biologically Inspired Columns for Next-Generation Accelerated Bridge Construction]. Publisher Copyright: {\textcopyright} 2019 The Authors",
year = "2020",
month = jan,
doi = "10.1016/j.soildyn.2019.105876",
language = "English",
volume = "128",
journal = "Soil Dynamics and Earthquake Engineering",
issn = "0267-7261",
publisher = "Elsevier",
}