NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
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Read chapter NCHRP864v1_300dpi: TRB's National Cooperative Highway Research Program (NCHRP) Research Report 864: Seismic Evaluation of Bridge Columns with
NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions
Performance-Based Seismic Design and Assessment of Bridges
Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions
PDF) BRIDGE ENGINEERING HANDBOOK: SEISMIC DESIGN
NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Seismic performance improvement of continuous rigid-frame bridges with hybrid control system under near-fault ground motions - ScienceDirect
Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
On the assessment of seismic performance of bridge piers on caisson foundations subjected to strong ground motions - Gaudio - 2021 - Earthquake Engineering & Structural Dynamics - Wiley Online Library
Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes - Germán Nanclares, Daniel Ambrosini, Oscar Curadelli, 2022
NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets - ScienceDirect
Full article: Seismic Response Control for Bridge Piers with Semi-Active MR Damper Based on Displacement Feedback
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