Analysis of ultimate seismic performance of thin-walled concrete-filled steel tube bridge piers under dynamic load

Q Xu, H Sun, F Ding, F Lyu - Engineering Structures, 2023 - Elsevier
This study entailed the use of a cyclic loading test on a thin-walled concrete-filled steel tube
(CFST) bridge pier to investigate its ultimate seismic performance. Additionally, a three …

循环荷载下钢管混凝土墩柱塑性大变形分析.

孙浩, 徐庆元, 丁发兴, 吕飞, 刘小青… - Journal of Railway …, 2023 - search.ebscohost.com
钢管混凝土桥墩具有抗弯刚度大, 承载力高, 占地面积小和结构能耗强的优点,
已在城市高架桥中得到广泛应用. 为实现低周往复荷载作用下钢材韧性损伤和混凝土开裂对钢管 …

Life-cycle assessment and prediction on ultimate capacity of corroded Q690 steel columns with H-section under bi-directional cyclic loading

Q Zhang, J Wen, Q Han, H Zhuge, Y Zhou - Thin-Walled Structures, 2024 - Elsevier
The structures or structural members made of high-strength steel may have time-varying
mechanical properties in whole life-cycle due to the ageing effects. In particular, the …

Seismic behavior of thin-walled stirrup-confined circular concrete-filled steel tube piers: Experimental, numerical, and restoring force model analysis

H Sun, Q Xu, F Ding, L Wang, F Lyu, SI Sadat - Soil Dynamics and …, 2024 - Elsevier
An investigation was conducted using pseudo-static testing to analyze the seismic behavior
of thin-walled stirrup-confined circular concrete-filled steel tube (TSCCFT) piers. In addition …

Performance and damage states assessment of thin-walled steel bridge piers with end-corrosion under earthquake loading

Q Zhang, Q Han, J Wen, H Zhuge, Z Wang - Thin-Walled Structures, 2023 - Elsevier
End-corrosion is typical damage to steel bridge piers, which will reduce the seismic
performance. Unlike overall uniform corrosion, end-corrosion results in more complex …

Lateral impact response of rectangular hollow and partially concrete-filled steel tubular columns

AZ Zhu, W Xu, K Gao, HB Ge, JH Zhu - Thin-Walled Structures, 2018 - Elsevier
Under lateral impact, 3 rectangular hollow steel tubular (RHST) and 9 partially concrete-
filled steel tubular (PCFST) column specimens were tested. The concrete filling height, the …

Hybrid simulation of bridges constructed with concrete-filled steel tube columns subjected to horizontal and vertical ground motions

AY Al-Attraqchi, MJ Hashemi, R Al-Mahaidi - Bulletin of Earthquake …, 2020 - Springer
This paper presents the application of multi-axis hybrid simulation for evaluating the seismic
response of a rigid-frame bridge structure constructed with concrete-filled steel tube (CFST) …

Seismic performance evaluation of steel circular hollow section bridge piers with corroded ends

Q Zhang, J Wen, Q Han, Z Wang, J Sun - Bulletin of Earthquake …, 2023 - Springer
Steel circular hollow section (CHS) bridge piers have been widely used in the engineering
practices. However, end corrosion is one of the most common damages to steel bridge piers …

Numerical investigation of the performance of segmental CFST piers with external energy dissipators under lateral cyclic loadings

C Wang, Z Qu, Y Shen, J Jiang, C Yin, Y Zong - Materials, 2022 - mdpi.com
In order to improve the construction efficiency of piers and reduce the local damage of piers,
concrete-filled steel tubes (CFST) are used to precast pier segments. Aiming at the problems …

Novel fiber-based seismic response modelling and design method of partially CFST bridge piers considering local buckling effect

N Xiang, Y Feng, X Chen - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Considering the prohibitive computation time and convergence problems of shell-solid
models in seismic analysis of partially concrete-filled steel tubular (CFST) bridge piers, a …