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Machine learning-aided peak and residual displacement-based design method for enhancing seismic performance of steel moment-resisting frames by installing self-centering braces

Engineering structures, 2022-11, Vol.271, p.114935, Article 114935

2022

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Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design

Engineering structures, 2020-12, Vol.225, p.111338, Article 111338

2020

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Experimental and numerical study on the seismic performance of a self-centering bracing system using closed-loop dynamic (CLD) testing

Engineering structures, 2019-09, Vol.195, p.144-158

2019

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Hybrid self-centering rocking core system with fiction spring and viscous dampers for seismic resilience

Engineering structures, 2022-04, Vol.257, p.114102, Article 114102

2022

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Probability-based residual displacement estimation of unbonded laminated rubber bearing supported highway bridges retrofitted with Transverse Steel Damper

Engineering structures, 2022-12, Vol.272, p.115053, Article 115053

2022

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Physical and mechanical properties of cementitious composites containing recycled glass powder (RGP) and styrene butadiene rubber (SBR)

Construction & building materials, 2016-02, Vol.104, p.34-43

2016

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Hybrid test and numerical study of beam-through frame enhanced by friction spring-based self-centering rocking core

Engineering structures, 2023-01, Vol.274, p.115157, Article 115157

2023

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Passive seismic unseating prevention strategies implemented in highway bridges: A state-of-the-art review

Engineering structures, 2019-09, Vol.194, p.77-93

2019

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Shape memory alloy wire-based smart natural rubber bearing

Smart materials and structures, 2013-04, Vol.22 (4), p.45013-1-17

2013

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Multi-criteria optimal design and seismic assessment of SMA RC piers and SMA cable restrainers for mitigating seismic damage of simply-supported highway bridges

Engineering structures, 2022-02, Vol.252, p.113547, Article 113547

2022

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Lateral cyclic response sensitivity of rectangular bridge piers confined with UHPFRC tube using fractional factorial design

Engineering structures, 2021-05, Vol.235, p.111883, Article 111883

2021

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Seismic fragility assessment of concrete bridge pier reinforced with superelastic shape memory alloy

Earthquake spectra, 2015-08, Vol.31 (3), p.1515-1541

2015

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Superelastic shape memory alloy flag-shaped hysteresis model with sliding response from residual deformation: Experimental and numerical study

Journal of intelligent material systems and structures, 2019-07, Vol.30 (12), p.1823-1849

2019

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Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires

Engineering structures, 2014-03, Vol.61, p.166-183

2014

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Occupant-based energy upgrades selection for Canadian residential buildings based on field energy data and calibrated simulations

Journal of cleaner production, 2020-10, Vol.271, p.122430-122430, Article 122430

2020

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Probabilistic seismic fragility and loss analysis of concrete bridge piers with superelastic shape memory alloy-steel coupled reinforcing bars

Engineering structures, 2020-03, Vol.207, p.110229, Article 110229

2020

Volltextzugriff (PDF)

Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones

Bulletin of earthquake engineering, 2012-12, Vol.10 (6), p.1885-1909

2012

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Life-cycle benefits estimation of self-centering building structures

Engineering structures, 2023-06, Vol.284, p.115982, Article 115982

2023

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Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost

Earthquake engineering & structural dynamics, 2022-11, Vol.51 (14), p.3393-3415

2022

Volltextzugriff (PDF)

Buildings’ seismic vulnerability assessment methods: a comparative study

Natural hazards (Dordrecht), 2012-06, Vol.62 (2), p.405-424

2012

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Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions

Soil dynamics and earthquake engineering (1984), 2019-04, Vol.119, p.75-90

2019

Volltextzugriff (PDF)

Explainable machine learning model and reliability analysis for flexural capacity prediction of RC beams strengthened in flexure with FRCM

Engineering structures, 2022-03, Vol.255, p.113903, Article 113903

2022

Volltextzugriff (PDF)

Seismic vulnerability assessment of a multi-span continuous highway bridge fitted with shape memory alloy bars and laminated rubber bearings

Earthquake spectra, 2012-11, Vol.28 (4), p.1379-1404

2012

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Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices

Engineering structures, 2018-09, Vol.171, p.583-601

2018

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Seismic performance evaluation of multi-column bridge bents retrofitted with different alternatives using incremental dynamic analysis

Engineering structures, 2014-03, Vol.62-63, p.105-117

2014

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Machine learning-aided peak and residual displacement-based design method for enhancing seismic performance of steel moment-resisting frames by installing self-centering braces

Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design

Experimental and numerical study on the seismic performance of a self-centering bracing system using closed-loop dynamic (CLD) testing

Hybrid self-centering rocking core system with fiction spring and viscous dampers for seismic resilience

Probability-based residual displacement estimation of unbonded laminated rubber bearing supported highway bridges retrofitted with Transverse Steel Damper

Physical and mechanical properties of cementitious composites containing recycled glass powder (RGP) and styrene butadiene rubber (SBR)

Hybrid test and numerical study of beam-through frame enhanced by friction spring-based self-centering rocking core

Passive seismic unseating prevention strategies implemented in highway bridges: A state-of-the-art review

Shape memory alloy wire-based smart natural rubber bearing

Multi-criteria optimal design and seismic assessment of SMA RC piers and SMA cable restrainers for mitigating seismic damage of simply-supported highway bridges

Lateral cyclic response sensitivity of rectangular bridge piers confined with UHPFRC tube using fractional factorial design

Seismic fragility assessment of concrete bridge pier reinforced with superelastic shape memory alloy

Superelastic shape memory alloy flag-shaped hysteresis model with sliding response from residual deformation: Experimental and numerical study

Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires

Occupant-based energy upgrades selection for Canadian residential buildings based on field energy data and calibrated simulations

Probabilistic seismic fragility and loss analysis of concrete bridge piers with superelastic shape memory alloy-steel coupled reinforcing bars

Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones

Life-cycle benefits estimation of self-centering building structures

Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost

Buildings’ seismic vulnerability assessment methods: a comparative study

Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions

Explainable machine learning model and reliability analysis for flexural capacity prediction of RC beams strengthened in flexure with FRCM

Seismic vulnerability assessment of a multi-span continuous highway bridge fitted with shape memory alloy bars and laminated rubber bearings

Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices

Seismic performance evaluation of multi-column bridge bents retrofitted with different alternatives using incremental dynamic analysis

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