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

N Xiang, MS Alam - Soil Dynamics and Earthquake Engineering, 2019 - Elsevier
Implementing energy dissipation braces can be an effective option for mitigating the seismic
damage of double-or multi-column bridge bents. This study compares the relative …

Residual drift mitigation for bridges retrofitted with buckling restrained braces or self centering energy dissipation devices

A Upadhyay, CP Pantelides, L Ibarra - Engineering Structures, 2019 - Elsevier
A three-column reinforced concrete bridge bent that did not have reinforcement details
necessary to provide adequate load capacity and displacement ductility was evaluated …

Resilient posttensioned bridge bent with buckling restrained brace

I Dangol, CP Pantelides - Journal of Bridge Engineering, 2022 - ascelibrary.org
A new method for building seismically resilient bridges is investigated using Accelerated
Bridge Construction (ABC) technologies. A hybrid two-column bridge bent with …

Seismic fragility and loss assessment on earthquake-resilient double-column tall piers with shear links subjected to far-field and near-fault ground motions

L Ye, Y Wang, W Xie - Structures, 2022 - Elsevier
This paper aims to study the benefits of the shear links (SLs) to improve the seismic
resilience of the traditional double-column tall pier after earthquakes. Therefore, a double …

Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components

W Xie, Y Bao, J Wang, Q Lyu, L Sun - Soil Dynamics and Earthquake …, 2023 - Elsevier
Shear links (SLs) are effective energy dissipation devices for seismic damage mitigation and
resilience improvement of bridges or bridge bents. This study is to assess the influences of …

Shake table tests on RC double-column bridge piers with self-centering energy dissipation braces

H Qin, K Bi, H Dong, Q Han, X Du - Journal of Bridge Engineering, 2023 - ascelibrary.org
Excessive residual displacements to the bridge structures were repeatedly observed after
many previous major earthquakes, which may make the bridge structure lose its functionality …

Shake table tests and numerical studies on buckling-restrained braces as a seismic resilient measure for reinforced concrete twin-column tall bents

W Xie, W Cai, Y Bao, Q Lyu, L Ye, J Wang - Bulletin of Earthquake …, 2023 - Springer
As traditional components used for energy dissipation, buckling-restrained braces (BRBs)
are highly effective in mitigating seismic damage to twin-column tall bents, thereby …

Collapse capacity of reinforced concrete skewed bridges retrofitted with buckling-restrained braces

Y Wang, L Ibarra, C Pantelides - Engineering Structures, 2019 - Elsevier
This study assesses the collapse capacity and failure modes of skewed bridges retrofitted
with buckling-restrained braces (BRBs) at the column bent. The asymmetric configuration of …

Seismic resilience of RC bridge with self-centering energy dissipation braces using SMA U-shaped plates

H Dong, R Ma, Q Han, X Du - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
The seismic resilience-based design of infrastructures is a current hot research topic, and
such design is an extension of the performance-based design philosophy. The seismic …

A Review of Evaluation Methods of Standards for Structural Vibration Serviceability under Crowd Walking

J Xiong, Z Liu, S Duan, H Qian - Buildings, 2024 - mdpi.com
Structures such as long-span footbridges, floors, and long cantilevers are vulnerable to
vibration serviceability problems under crowd walking, which should be taken into …