Journal of Bridge Engineeringhttp://yetl.yabesh.ir/yetl1/handle/yetl/190212026-08-24T02:51:20Z2026-08-24T02:51:20ZConceptual Design of a Novel UHPC-NC Hybrid Continuous Box-Girder System with Controllable Long-Term DeflectionLuo, ZihaoHe, WeikunZhao, HuaHu, JundeAn, JiaheTan, ChengjunYi, Dutaohttp://yetl.yabesh.ir/yetl1/handle/yetl/43143542026-08-20T21:22:27Z2026-01-01T00:00:00ZConceptual Design of a Novel UHPC-NC Hybrid Continuous Box-Girder System with Controllable Long-Term Deflection
Luo, Zihao; He, Weikun; Zhao, Hua; Hu, Junde; An, Jiahe; Tan, Chengjun; Yi, Dutao
Abstract Long-span prestressed concrete continuous bridges are prone to excessive deflection
at the main span during long-term operation, which often interacts with cracking issues.
To address this challenge, this paper proposes a novel and practical ...
2026-01-01T00:00:00ZSeismic Resilience of Railway Bridges with Vertical–Lateral Resistance-Decoupled Girder Support and Semihinged Column–Footing ConnectionsZhou, JianJiang, Xiang-PingZhou, Jian-TingLi, Jian-ZhongShen, Yuhttp://yetl.yabesh.ir/yetl1/handle/yetl/43143522026-08-20T21:22:22Z2026-01-01T00:00:00ZSeismic Resilience of Railway Bridges with Vertical–Lateral Resistance-Decoupled Girder Support and Semihinged Column–Footing Connections
Zhou, Jian; Jiang, Xiang-Ping; Zhou, Jian-Ting; Li, Jian-Zhong; Shen, Yu
Abstract Seismic isolation has become a mature and widely adopted strategy for mitigating earthquake-induced
damage in high-intensity seismic regions. The incorporation of energy dissipation
(ED) devices has further advanced this approach, leading to the ...
2026-01-01T00:00:00ZSeismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical AnalysisShi, XinGuo, TongZhu, RuizhaoXia, YuXie, TianyuQian, Jinghttp://yetl.yabesh.ir/yetl1/handle/yetl/43143512026-08-20T21:22:20Z2026-01-01T00:00:00ZSeismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical Analysis
Shi, Xin; Guo, Tong; Zhu, Ruizhao; Xia, Yu; Xie, Tianyu; Qian, Jing
Abstract This paper introduces the cyclic loading test and numerical model of a novel self-centering
(SC) tall pier. This tall pier system is connected to the girder and foundation, respectively,
through pre-embedded unbonded post-tensioned tendons at ...
2026-01-01T00:00:00ZMultisource Feature Aggregation Approach for Predicting Extreme Pitting Depth Distributions of In Situ Bridge Cable WiresZhang, HeXin, YuchenYao, LinjieZheng, XianglongZhang, Zhichenghttp://yetl.yabesh.ir/yetl1/handle/yetl/43143502026-08-20T21:22:16Z2026-01-01T00:00:00ZMultisource Feature Aggregation Approach for Predicting Extreme Pitting Depth Distributions of In Situ Bridge Cable Wires
Zhang, He; Xin, Yuchen; Yao, Linjie; Zheng, Xianglong; Zhang, Zhicheng
Abstract Extreme pitting depths in bridge cable steel wires serve as fatigue crack initiation
sites, making accurate assessment crucial for failure risk prediction. Existing methods
require rust removal and cable disassembly, which not only disrupts ...
2026-01-01T00:00:00Z