Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground …
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 …
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 three-column reinforced concrete bridge bent that did not have reinforcement details
necessary to provide adequate load capacity and displacement ductility was evaluated …
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 …
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 …
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 …
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 …
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 …
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
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 …
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 …
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
Structures such as long-span footbridges, floors, and long cantilevers are vulnerable to
vibration serviceability problems under crowd walking, which should be taken into …
vibration serviceability problems under crowd walking, which should be taken into …