Research graph
References from Seismic performance of a self-centering tall-pier bridge: Experimental and numerical evaluation. Local targets link to admitted publications; unresolved targets remain external evidence.
Shake table tests of tall-pier bridges to evaluate seismic performance
10.1061/(asce)be.1943-5592.0001264 · 2018 · External reference
The seismic damage of highway bridges during 2008 Wenchuan earthquake
10.1007/s11803-009-8162-0 · 2009 · External reference
Observations on bridge performance during the Chilean earthquake of 2010
10.1061/(asce)co.1943-7862.0000452 · 2014 · External reference
Cyclic load tests on self-centering concrete pier with external dissipators and enhanced durability
10.1061/(asce)st.1943-541x.0001357 · 2016 · External reference
Cyclic load tests and finite element modeling of self-centering hollow-core FRP-concrete-steel bridge columns
10.1016/j.aej.2023.03.001 · 2023 · External reference
Seismic resistance of bridge piers based on damage avoidance design
1997 · External reference
Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections
10.1061/(asce)0733-9445(2007)133:11(1648) · 2007 · External reference
Enhanced seismic performance of hybrid bridge systems: Comparison with traditional monolithic solutions
10.1080/13632460802003819 · 2008 · External reference
Large-scale seismic tests of tall concrete bridge columns with precast segmental construction
10.1002/eqe.824 · 2008 · External reference
Performance of a damage-protected highway bridge pier subjected to bidirectional earthquake attack
10.1061/(asce)0733-9445(2009)135:5(469) · 2009 · External reference
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
10.1002/eqe.986 · 2010 · External reference
Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands
10.1002/eqe.512 · 2006 · External reference
Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters
10.1002/eqe.857 · 2009 · External reference
Seismic behavior of posttensioned concrete-filled fiber tubes
10.1061/(asce)cc.1943-5614.0000107 · 2010 · External reference
Seismic behavior of self-centering precast segmental bridge bents
10.1061/(asce)be.1943-5592.0000174 · 2011 · External reference
Biaxial testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters
10.1002/eqe.1112 · 2011 · External reference
Seismic behavior of posttensioned self-centering precast concrete dual-shell steel columns
10.1061/(asce)st.1943-541x.0001054 · 2015 · External reference
Quasi-static testing of posttensioned nonemulative column-footing connections for bridge piers
10.1061/(asce)be.1943-5592.0000872 · 2016 · External reference
Low-damage seismic design for accelerated bridge construction
10.1061/(asce)be.1943-5592.0001406 · 2019 · External reference
Shaking table tests of a self-centering designed bridge substructure
10.1016/j.engstruct.2008.05.017 · 2008 · External reference
Shaking table tests and numerical investigation of self-centering reinforced concrete bridge columns
2008 · External reference
Factors affecting the seismic behavior of segmental precast bridge columns
10.1007/s11709-014-0264-8 · 2014 · External reference
Analysis of segmental piers consisted of concrete filled FRP tubes
10.1016/j.engstruct.2012.01.001 · 2012 · External reference
Concept and development of hybrid solutions for seismic resistant bridge systems
10.1080/13632460509350571 · 2005 · External reference
Experimental seismic performance of a hybrid sliding–rocking bridge for various specimen configurations and seismic loading conditions
10.1061/(asce)be.1943-5592.0000742 · 2015 · External reference
Shaking table tests of post-tensioned rocking bridge with double-column bents
10.1061/(asce)be.1943-5592.0001456 · 2019 · External reference
Seismic response of a Reduced-scale continuous girder bridge with rocking Columns: experiment and analysis
10.1016/j.engstruct.2021.113265 · 2021 · External reference
Self-centering bridge bent with stretch length anchors as a tension-only hysteretic hybrid system
10.1061/(asce)st.1943-541x.0003146 · 2021 · External reference
Hybrid bridge bent using stretch length anchors with post-tensioning and shear key alternatives
10.1016/j.engstruct.2024.118144 · 2024 · External reference
Seismic design and fragility of self-centering bridge bent with replaceable stretch length anchors
10.1002/eqe.4317 · 2025 · External reference
Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation
10.1016/j.engstruct.2020.110529 · 2020 · External reference
Seismic assessment of earthquake-resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices
10.1002/stc.2625 · 2020 · External reference
Seismic performance of railway rounded rectangular hollow tall piers using the shaking table test
10.1016/j.engstruct.2020.110968 · 2020 · External reference
Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations
10.1016/j.soildyn.2020.106543 · 2021 · External reference
Unresolved reference
2019 · External reference
Seismic response analysis of the rocking self-centering bridge piers under the near-fault ground motions. (In Chinese)
2017 · External reference
Seismic design of self-centering bridge piers considering soil-structure interaction
10.1016/j.istruc.2022.07.055 · 2022 · External reference
Ductility demands on self-centering systems under earthquake loading
2005 · External reference
Unresolved reference
2000 · External reference
Unresolved reference
1996 · External reference
Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates
1982 · External reference
Evaluating code criteria for regular seismic behavior of continuous concrete box girder bridges with unequal height piers
10.1061/(asce)be.1943-5592.0000383 · 2012 · External reference
Unresolved reference
2000 · External reference
Unresolved reference
External reference
Spectral shape, epsilon and record selection
10.1002/eqe.571 · 2006 · External reference
Conditional mean spectrum: tool for ground-motion selection
10.1061/(asce)st.1943-541x.0000215 · 2011 · External reference
Effect of epsilon-based record selection on fragility curves of typical irregular steel frames with concrete shear walls in Mashhad city
10.1186/2008-6695-5-23 · 2013 · External reference
A new indicator of elastic spectral shape for the reliable selection of ground motion records
10.1002/eqe.1096 · 2011 · External reference
Seismic motion attenuation relations in Sichuan and adjacent areas
10.1007/s11589-007-0532-y · 2007 · External reference
Effects of higher modes on tall piers
10.2749/222137816819258348 · 2016 · External reference
Higher-order mode effects on the seismic performance of tall piers
10.1007/s11709-011-0131-9 · 2011 · External reference
Problems in applying code-specified capacity design procedures to seismic design of tall piers
10.1016/j.engstruct.2009.02.042 · 2009 · External reference
Seismic fragility methodology for highway bridges using a component level approach
10.1002/eqe.655 · 2007 · External reference
Seismic protection of rocking structures with inerters
10.1002/eqe.3147 · 2019 · External reference
Probabilistic earthquake scenarios: Extending risk analysis methodologies to spatially distributed systems
10.1193/1.1586127 · 2000 · External reference
A new indicator of elastic spectral shape for the reliable selection of ground motion records
10.1002/eqe.1096 · ExternalCitation · doi-reference
Biaxial testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters
10.1002/eqe.1112 · ExternalCitation · doi-reference
Seismic protection of rocking structures with inerters
10.1002/eqe.3147 · ExternalCitation · doi-reference
Seismic design and fragility of self-centering bridge bent with replaceable stretch length anchors
10.1002/eqe.4317 · ExternalCitation · doi-reference
Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands
10.1002/eqe.512 · ExternalCitation · doi-reference
Spectral shape, epsilon and record selection
10.1002/eqe.571 · ExternalCitation · doi-reference
Seismic fragility methodology for highway bridges using a component level approach
10.1002/eqe.655 · ExternalCitation · doi-reference
Large-scale seismic tests of tall concrete bridge columns with precast segmental construction
10.1002/eqe.824 · ExternalCitation · doi-reference
Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters
10.1002/eqe.857 · ExternalCitation · doi-reference
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
10.1002/eqe.986 · ExternalCitation · doi-reference
Seismic assessment of earthquake-resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices
10.1002/stc.2625 · ExternalCitation · doi-reference
Seismic motion attenuation relations in Sichuan and adjacent areas
10.1007/s11589-007-0532-y · ExternalCitation · doi-reference
Higher-order mode effects on the seismic performance of tall piers
10.1007/s11709-011-0131-9 · ExternalCitation · doi-reference
Factors affecting the seismic behavior of segmental precast bridge columns
10.1007/s11709-014-0264-8 · ExternalCitation · doi-reference
The seismic damage of highway bridges during 2008 Wenchuan earthquake
10.1007/s11803-009-8162-0 · ExternalCitation · doi-reference
Cyclic load tests and finite element modeling of self-centering hollow-core FRP-concrete-steel bridge columns
10.1016/j.aej.2023.03.001 · ExternalCitation · doi-reference
Shaking table tests of a self-centering designed bridge substructure
10.1016/j.engstruct.2008.05.017 · ExternalCitation · doi-reference
Problems in applying code-specified capacity design procedures to seismic design of tall piers
10.1016/j.engstruct.2009.02.042 · ExternalCitation · doi-reference
Analysis of segmental piers consisted of concrete filled FRP tubes
10.1016/j.engstruct.2012.01.001 · ExternalCitation · doi-reference
Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation
10.1016/j.engstruct.2020.110529 · ExternalCitation · doi-reference
Seismic performance of railway rounded rectangular hollow tall piers using the shaking table test
10.1016/j.engstruct.2020.110968 · ExternalCitation · doi-reference
Seismic response of a Reduced-scale continuous girder bridge with rocking Columns: experiment and analysis
10.1016/j.engstruct.2021.113265 · ExternalCitation · doi-reference
Hybrid bridge bent using stretch length anchors with post-tensioning and shear key alternatives
10.1016/j.engstruct.2024.118144 · ExternalCitation · doi-reference
Seismic design of self-centering bridge piers considering soil-structure interaction
10.1016/j.istruc.2022.07.055 · ExternalCitation · doi-reference
Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations
10.1016/j.soildyn.2020.106543 · ExternalCitation · doi-reference
Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections
10.1061/(asce)0733-9445(2007)133:11(1648) · ExternalCitation · doi-reference
Performance of a damage-protected highway bridge pier subjected to bidirectional earthquake attack
10.1061/(asce)0733-9445(2009)135:5(469) · ExternalCitation · doi-reference
Seismic behavior of self-centering precast segmental bridge bents
10.1061/(asce)be.1943-5592.0000174 · ExternalCitation · doi-reference
Evaluating code criteria for regular seismic behavior of continuous concrete box girder bridges with unequal height piers
10.1061/(asce)be.1943-5592.0000383 · ExternalCitation · doi-reference
Experimental seismic performance of a hybrid sliding–rocking bridge for various specimen configurations and seismic loading conditions
10.1061/(asce)be.1943-5592.0000742 · ExternalCitation · doi-reference
Quasi-static testing of posttensioned nonemulative column-footing connections for bridge piers
10.1061/(asce)be.1943-5592.0000872 · ExternalCitation · doi-reference
Shake table tests of tall-pier bridges to evaluate seismic performance
10.1061/(asce)be.1943-5592.0001264 · ExternalCitation · doi-reference
Low-damage seismic design for accelerated bridge construction
10.1061/(asce)be.1943-5592.0001406 · ExternalCitation · doi-reference
Shaking table tests of post-tensioned rocking bridge with double-column bents
10.1061/(asce)be.1943-5592.0001456 · ExternalCitation · doi-reference
Seismic behavior of posttensioned concrete-filled fiber tubes
10.1061/(asce)cc.1943-5614.0000107 · ExternalCitation · doi-reference
Observations on bridge performance during the Chilean earthquake of 2010
10.1061/(asce)co.1943-7862.0000452 · ExternalCitation · doi-reference
Conditional mean spectrum: tool for ground-motion selection
10.1061/(asce)st.1943-541x.0000215 · ExternalCitation · doi-reference
Seismic behavior of posttensioned self-centering precast concrete dual-shell steel columns
10.1061/(asce)st.1943-541x.0001054 · ExternalCitation · doi-reference
Cyclic load tests on self-centering concrete pier with external dissipators and enhanced durability
10.1061/(asce)st.1943-541x.0001357 · ExternalCitation · doi-reference
Self-centering bridge bent with stretch length anchors as a tension-only hysteretic hybrid system
10.1061/(asce)st.1943-541x.0003146 · ExternalCitation · doi-reference
Concept and development of hybrid solutions for seismic resistant bridge systems
10.1080/13632460509350571 · ExternalCitation · doi-reference
Enhanced seismic performance of hybrid bridge systems: Comparison with traditional monolithic solutions
10.1080/13632460802003819 · ExternalCitation · doi-reference
Effect of epsilon-based record selection on fragility curves of typical irregular steel frames with concrete shear walls in Mashhad city
10.1186/2008-6695-5-23 · ExternalCitation · doi-reference
Probabilistic earthquake scenarios: Extending risk analysis methodologies to spatially distributed systems
10.1193/1.1586127 · ExternalCitation · doi-reference
Effects of higher modes on tall piers
10.2749/222137816819258348 · ExternalCitation · doi-reference
