Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers

Ehsan Ahmadi; Mohammad M. Kashani

doi:10.1016/j.soildyn.2019.105876

Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers

Ehsan Ahmadi^*, Mohammad M. Kashani

^*Corresponding author for this work

University of Southampton

Research output: Contribution to journal › Article › peer-review

72 Citations (SciVal)

Original language	English
Article number	105876
Journal	Soil Dynamics and Earthquake Engineering
Volume	128
DOIs	https://doi.org/10.1016/j.soildyn.2019.105876
Publication status	Published (VoR) - Jan 2020

Funding

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]. 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].

Keywords

Accelerated bridge construction
Frequency response functions
Nonlinear dynamic
Precast post-tensioned segmental piers
Rocking dynamic
Rocking mechanism

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10.1016/j.soildyn.2019.105876

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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",

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T1 - Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers

AU - Ahmadi, Ehsan

AU - Kashani, Mohammad M.

N1 - 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: © 2019 The Authors

PY - 2020/1

Y1 - 2020/1

KW - Accelerated bridge construction

KW - Frequency response functions

KW - Nonlinear dynamic

KW - Precast post-tensioned segmental piers

KW - Rocking dynamic

KW - Rocking mechanism

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VL - 128

JO - Soil Dynamics and Earthquake Engineering

JF - Soil Dynamics and Earthquake Engineering

M1 - 105876

ER -

Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers

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Keywords

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