Seismic performance of a self-centering tall-pier bridge: Experimental and numerical evaluation

Probabilistic earthquake scenarios: Extending risk analysis methodologies to spatially distributed systems

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Seismic protection of rocking structures with inerters

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Seismic fragility methodology for highway bridges using a component level approach

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Problems in applying code-specified capacity design procedures to seismic design of tall piers

10.1016/j.engstruct.2009.02.042 · doi-reference

Higher-order mode effects on the seismic performance of tall piers

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Effects of higher modes on tall piers

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Seismic motion attenuation relations in Sichuan and adjacent areas

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A new indicator of elastic spectral shape for the reliable selection of ground motion records

10.1002/eqe.1096 · doi-reference

Effect of epsilon-based record selection on fragility curves of typical irregular steel frames with concrete shear walls in Mashhad city

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Conditional mean spectrum: tool for ground-motion selection

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Spectral shape, epsilon and record selection

10.1002/eqe.571 · 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 · doi-reference

Seismic design of self-centering bridge piers considering soil-structure interaction

10.1016/j.istruc.2022.07.055 · 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 · doi-reference

Seismic performance of railway rounded rectangular hollow tall piers using the shaking table test

10.1016/j.engstruct.2020.110968 · doi-reference

Seismic assessment of earthquake-resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices

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Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation

10.1016/j.engstruct.2020.110529 · doi-reference

Seismic design and fragility of self-centering bridge bent with replaceable stretch length anchors

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Hybrid bridge bent using stretch length anchors with post-tensioning and shear key alternatives

10.1016/j.engstruct.2024.118144 · doi-reference

Self-centering bridge bent with stretch length anchors as a tension-only hysteretic hybrid system

10.1061/(asce)st.1943-541x.0003146 · doi-reference

Seismic response of a Reduced-scale continuous girder bridge with rocking Columns: experiment and analysis

10.1016/j.engstruct.2021.113265 · doi-reference

Shaking table tests of post-tensioned rocking bridge with double-column bents

10.1061/(asce)be.1943-5592.0001456 · doi-reference

Experimental seismic performance of a hybrid sliding–rocking bridge for various specimen configurations and seismic loading conditions

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Concept and development of hybrid solutions for seismic resistant bridge systems

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Analysis of segmental piers consisted of concrete filled FRP tubes

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Factors affecting the seismic behavior of segmental precast bridge columns

10.1007/s11709-014-0264-8 · doi-reference

Shaking table tests of a self-centering designed bridge substructure

10.1016/j.engstruct.2008.05.017 · doi-reference

Low-damage seismic design for accelerated bridge construction

10.1061/(asce)be.1943-5592.0001406 · doi-reference

Quasi-static testing of posttensioned nonemulative column-footing connections for bridge piers

10.1061/(asce)be.1943-5592.0000872 · doi-reference

Seismic behavior of posttensioned self-centering precast concrete dual-shell steel columns

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Biaxial testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters

10.1002/eqe.1112 · doi-reference

Seismic behavior of self-centering precast segmental bridge bents

10.1061/(asce)be.1943-5592.0000174 · doi-reference

Seismic behavior of posttensioned concrete-filled fiber tubes

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Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters

10.1002/eqe.857 · doi-reference

Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

10.1002/eqe.512 · 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 · doi-reference

Performance of a damage-protected highway bridge pier subjected to bidirectional earthquake attack

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Large-scale seismic tests of tall concrete bridge columns with precast segmental construction

10.1002/eqe.824 · doi-reference

Enhanced seismic performance of hybrid bridge systems: Comparison with traditional monolithic solutions

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Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections

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