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
NCHRP864v1_300dpi, Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Seismic Design Methodology for Precast Concrete Floor Diaphragms Research to Practice Webinar April 23, 2012 Sponsored by the Earthquake Engineering Research. - ppt download
Seismic Evaluation of Bridge Columns with Energy Dissipating Mechanisms, Volume 1: Research Overview and Volume 2: Guidelines
Effect of V-shape canyon topography on seismic response of deep-water rigid-frame bridge based on simulated ground motions - ScienceDirect
Built-up Shear Links as Energy Dissipators for Seismic Protection of Bridges
Research on seismic performance of new bridge pier seismic reduction isolation system based on shaking table test - Extrica
Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes - Germán Nanclares, Daniel Ambrosini, Oscar Curadelli, 2022
Seismic performance improvement of continuous rigid-frame bridges with hybrid control system under near-fault ground motions - ScienceDirect
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 fragility evaluation of a diagrid structure based on energy method - ScienceDirect
Seismic performance improvement of continuous rigid-frame bridges with hybrid control system under near-fault ground motions - ScienceDirect
Seismic Design Guideline for Hybrid GFRP-Steel RC Bridge Pier Considering Performance-Based Design
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