Cyclic behavior of unbonded post-tensioned precast segmental concrete columns fabricated by 3D printed concrete permanent formwork

D Zhang, G Ma, J Guan, L Wang, Q Wang - Engineering Structures, 2023 - Elsevier
A 3D printed concrete permanent formwork of composite unbonded post-tensioned precast
segmental concrete (3DPCPSC) column is proposed in this research. Its hysteresis …

Seismic performance of a GFRP–concrete–steel hollow section segmental column with SMA bars and replaceable ED devices

C Li, Y Xiang, K Bi, H Hao, H Li, C Cai - Thin-Walled Structures, 2023 - Elsevier
This paper investigates the seismic behavior of a novel precast segmental bridge column
(PSBC). Glass fiber reinforced polymer (GFRP)-concrete-steel hollow section segments …

Prediction of seismic acceleration response of precast segmental self-centering concrete filled steel tube single-span bridges based on machine learning method

D Zhang, Y Chen, C Zhang, G Xue, J Zhang… - Engineering …, 2023 - Elsevier
The precast segmental self-centering concrete-filled steel tube (PSCFST) bridge is not only
the ideal choice for fast and environmentally friendly construction but also has good seismic …

Seismic performance of precast multi-segment columns with grouted sleeves: Experimental and numerical investigations

H Su, C Yang, C Sun, L Hu, W Fan - Engineering Structures, 2024 - Elsevier
This research explores the seismic performance of multi-segment columns, which are
gaining attention due to their segmented prefabrication and assembly that address …

State-of-the-art review of the seismic performance of precast segmental columns

K Bi, C Li, H Hao - Advances in Bridge Engineering, 2022 - Springer
Prefabricated construction is attracting increasing interest in recent years, since this
construction method has various advantages as compared to the cast-in-situ construction …

Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases

Y Shen, F Freddi, Y Li, J Li - Engineering Structures, 2024 - Elsevier
Post-tensioning reinforced concrete (PRC) bridge piers represent a promising solution due
to their reduced damage and self-centering behavior after severe seismic events. However …

Cyclic behavior of self-centering RCFST column to beam joints with prefabricated connectors

Y Liu, X Yan, R He, B Mou - Journal of Constructional Steel Research, 2024 - Elsevier
This paper presents the cyclic behavior of reinforced concrete-filled steel tube (RCFST)
column to beam joint with prefabricated connectors. The cyclic performance of four …

Experimental and numerical study on seismic performance of precast segmental CFST bridge columns with non-uniform prestressed steel tendons

D Zhang, Z Zhou, S Gao, Y Yue, Y Zhang, N Li - Engineering Structures, 2023 - Elsevier
A precast segmental concrete-filled steel tube (PSCFST) bridge column set with non-uniform
(external and internal) prestressed post-tensioned (PT) steel strands was proposed, then the …

Analytical model for evaluating lateral force capacity of precast concrete-filled steel tube column

K Zhang, J Jia, N Li, J Zhao, Y Bai - Engineering Structures, 2022 - Elsevier
Precast segmental columns have been frequently applied in regions of low seismicity due to
rapid construction, high quality, and low downtime. Their lateral force–displacement curves …

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 …