NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines

Read chapter NCHRP864v1_300dpi: TRB's National Cooperative Highway Research Program (NCHRP) Research Report 864: Seismic Evaluation of Bridge Columns with

Research on seismic performance of new bridge pier seismic reduction isolation system based on shaking table test - Extrica

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

Seismic evaluation of reinforced concrete bridges using capacity‐based inelastic displacement spectra - Wang - 2021 - Earthquake Engineering & Structural Dynamics - Wiley Online Library

Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions

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

Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets - ScienceDirect

Research on seismic performance of new bridge pier seismic reduction isolation system based on shaking table test - Extrica

Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines

A study of the impact damages detection and dynamic responses of RC bridge piers based on a frequency domain correlation method - Xiwu Zhou, Jingdong Liu, Xiaolu Deng, Bo Wang, Ming Zhou

Performance of Railway Bridges during the 2011 Tōhoku Earthquake, Journal of Performance of Constructed Facilities

The influence of trains on the seismic response of simply-supported beam bridges with different pier heights expressed through an impact factor

Built-up Shear Links as Energy Dissipators for Seismic Protection of Bridges