Bridges crossing fault rupture zones: A review

S Yang, GP Mavroeidis - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
Several earthquakes over the past two decades have demonstrated that bridges crossing
fault rupture zones may suffer significant damage due to the combined effects of ground …

Uniform design–based Gaussian process regression for data-driven rapid fragility assessment of bridges

Y Pang, X Zhou, W He, J Zhong… - Journal of Structural …, 2021 - ascelibrary.org
This paper proposes a uniform design (UD)-based Gaussian process regression (GPR)
method for rapid damage assessment and fragility estimates of bridges. The core idea of the …

Seismic fragility estimation considering field inspection of reinforced concrete girder bridges

SQ Li, HB Liu, EN Farsangi, K Du - Structure and Infrastructure …, 2023 - Taylor & Francis
To study the seismic loss properties and performance of reinforced concrete (RC) girder
bridge structures, the seismic damage experienced by RC girder bridges during the …

[HTML][HTML] A review: Study of integral abutment bridge with consideration of soil-structure interaction

M Naji, AA Firoozi, AA Firoozi - Latin American Journal of Solids and …, 2020 - SciELO Brasil
Bridges are one of the most critical parts of transportation networks that may suffer damages
against earthquakes. Also, seismic responses of most bridges are significantly influenced by …

Study on the multi-criteria seismic mitigation optimization of a single pylon cable-stayed bridge across strike-slip fault rupture zones

Z Cong, H Jiang, BAI Xiaoyu, S Guangsong - Engineering Structures, 2023 - Elsevier
Bridge structures across active faults suffer the serious threats from large surface
deformation and velocity pulses. This study focuses on developing a multi-criteria optimizing …

[HTML][HTML] Comparison of vulnerabilities in typical bridges using macroseismic intensity scales

SQ Li, HB Liu - Case Studies in Construction Materials, 2022 - Elsevier
The macroseismic intensity scale in different regions is extensively assessed in the
vulnerability assessment of building structures and is rarely used to quantify the damage …

Nonlinear seismic responses of a long-span railway suspension bridge crossing strike-slip fault rupture zones

C Zeng, H Jiang, G Song, Y Ren, Z Xue - Soil Dynamics and Earthquake …, 2024 - Elsevier
This study investigates the nonlinear seismic responses of a long-span suspension bridge
crossing strike-slip faults and their sensitivity to various parameters and conditions. Four sets …

Statistical Analysis of Characteristic Parameters and Probability Distribution of Near‐Fault Velocity Pulses—A Case Study on the 1999  7.6 Chi‐Chi Earthquake

Z Ji, Z Li, Y Zhang, L Quanbo… - Seismological …, 2024 - pubs.geoscienceworld.org
Abstract The 1999 M w 7.6 Chi‐Chi earthquake in the Taiwan region generated valuable
ground motions, providing an opportunity for studying the characteristic parameters and …

Field investigation and numerical analysis of damage to a high-pier long-span continuous rigid frame bridge in the 2008 Wenchuan earthquake

X Zeng, K Deng, Y Wang, G Yan… - Journal of Earthquake …, 2022 - Taylor & Francis
This paper summarizes a sophisticated field investigation of the seismic damage to a
continuous rigid frame bridge. Cracking and deformation of main girder, failure of bearings …

The influence of pier height on the seismic isolation effectiveness of friction pendulum bearing for Double-Track railway bridges

W He, L Jiang, B Wei, Z Wang - Structures, 2020 - Elsevier
Friction pendulum bearing (FPB) is a sliding-based isolator, widely used in the seismic
design of the bridge structure. However, there is neither unified standard nor complete …