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State-of-the-Art of Posttensioned Rocking Bridge Substructure Systems

Journal of bridge engineering, 2022-03, Vol.27 (3)

2022

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A bridge column with superelastic NiTi SMA and replaceable rubber hinge for earthquake damage mitigation

Smart materials and structures, 2016-07, Vol.25 (7), p.75012-75029

2016

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Low-Damage Precast Columns for Accelerated Bridge Construction in High Seismic Zones

Journal of bridge engineering, 2016-03, Vol.21 (3)

2016

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Reinforcing NiTi Superelastic SMA for Concrete Structures

Journal of structural engineering (New York, N.Y.), 2015-08, Vol.141 (8)

2015

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Experimental study on hybrid concrete-filled fiber reinforced polymer tube (HCFFTs) columns under simulated seismic loading

Engineering structures, 2022-08, Vol.264, p.114478, Article 114478

2022

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Large-Scale Biaxial Shake-Table Studies of a Precast Bridge Model

Journal of structural engineering (New York, N.Y.), 2021-07, Vol.147 (7)

2021

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Deflection of in-span hinges in prestressed concrete box girder bridges during construction

Engineering structures, 2017-01, Vol.131, p.293-310

2017

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Low-cycle fatigue behavior of Cu–Al–Mn superelastic alloys at different temperatures

Smart materials and structures, 2022-11, Vol.31 (11), p.115022

2022

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Exploratory Study of Seismic Response of Concrete Columns with Shape Memory Alloys Reinforcement

ACI structural journal, 2006-05, Vol.103 (3)

2006

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Biaxial Seismic Performance of a Two-Span Concrete Bridge Model with Six ABC Connections

Journal of bridge engineering, 2021-08, Vol.26 (8)

2021

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Shake-Table Studies of a Four-Span Reinforced Concrete Bridge

Journal of structural engineering (New York, N.Y.), 2013-08, Vol.139 (8), p.1352-1361

2013

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Behavior and Simplified Modeling of Mechanical Reinforcing Bar Splices

ACI structural journal, 2015-03, Vol.112 (2)

2015

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Large scale testing of nitinol shape memory alloy devices for retrofitting of bridges

Smart materials and structures, 2008-06, Vol.17 (3), p.035018-035018 (10)

2008

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Residual drift spectra for RC bridge columns subjected to near-fault earthquakes

Earthquake Engineering and Engineering Vibration, 2021, Vol.20 (1), p.193-211

2021

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Seismic design of bridge columns incorporating mechanical bar splices in plastic hinge regions

Engineering structures, 2016-10, Vol.124, p.507-520

2016

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Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect

Shock and vibration, 2018-01, Vol.2018 (2018), p.1-18

2018

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Shape memory alloy reinforcement for strengthening and self-centering of concrete structures—State of the art

Construction & building materials, 2022-03, Vol.324, p.126628, Article 126628

2022

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Material characterization of iron-based shape memory alloys for use in self-centering columns

Smart materials and structures, 2024-07, Vol.33 (7)

2024

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Time-Dependent Analysis of Posttensioned Bridge Hinge Curl

Journal of bridge engineering, 2017-02, Vol.22 (2)

2017

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Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection

Journal of structural engineering (New York, N.Y.), 2018-04, Vol.144 (4)

2018

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Seismic Performance of Precast Columns with Mechanically Spliced Column-Footing Connections

ACI structural journal, 2014-05, Vol.111 (3)

2014

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Self-centering technique for existing concrete bridge columns using prestressed iron-based shape memory alloy reinforcement

Engineering structures, 2023-11, Vol.294, p.116799, Article 116799

2023

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Experimental-analytical investigation of accelerated bridge construction concrete columns with self-centering Fe-SMA bars subjected to near-fault ground motions

Engineering structures, 2024-01, Vol.299, p.117127, Article 117127

2024

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Machinability of Cu-Al-Mn Shape Memory Alloys

Journal of materials in civil engineering, 2024-07, Vol.36 (7)

2024

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Seismic evaluation of precast bridge columns with built-in elastomeric pads

Soil dynamics and earthquake engineering (1984), 2020-01, Vol.128, p.105868, Article 105868

2020

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State-of-the-Art of Posttensioned Rocking Bridge Substructure Systems

A bridge column with superelastic NiTi SMA and replaceable rubber hinge for earthquake damage mitigation

Low-Damage Precast Columns for Accelerated Bridge Construction in High Seismic Zones

Reinforcing NiTi Superelastic SMA for Concrete Structures

Experimental study on hybrid concrete-filled fiber reinforced polymer tube (HCFFTs) columns under simulated seismic loading

Large-Scale Biaxial Shake-Table Studies of a Precast Bridge Model

Deflection of in-span hinges in prestressed concrete box girder bridges during construction

Low-cycle fatigue behavior of Cu–Al–Mn superelastic alloys at different temperatures

Exploratory Study of Seismic Response of Concrete Columns with Shape Memory Alloys Reinforcement

Biaxial Seismic Performance of a Two-Span Concrete Bridge Model with Six ABC Connections

Shake-Table Studies of a Four-Span Reinforced Concrete Bridge

Behavior and Simplified Modeling of Mechanical Reinforcing Bar Splices

Large scale testing of nitinol shape memory alloy devices for retrofitting of bridges

Residual drift spectra for RC bridge columns subjected to near-fault earthquakes

Seismic design of bridge columns incorporating mechanical bar splices in plastic hinge regions

Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect

Shape memory alloy reinforcement for strengthening and self-centering of concrete structures—State of the art

Material characterization of iron-based shape memory alloys for use in self-centering columns

Time-Dependent Analysis of Posttensioned Bridge Hinge Curl

Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection

Seismic Performance of Precast Columns with Mechanically Spliced Column-Footing Connections

Self-centering technique for existing concrete bridge columns using prestressed iron-based shape memory alloy reinforcement

Experimental-analytical investigation of accelerated bridge construction concrete columns with self-centering Fe-SMA bars subjected to near-fault ground motions

Machinability of Cu-Al-Mn Shape Memory Alloys

Seismic evaluation of precast bridge columns with built-in elastomeric pads

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