http://yetl.yabesh.ir/yetl1/handle/yetl/19021 Mon, 24 Aug 2026 01:20:01 GMT 2026-08-24T01:20:01Z https://localhost:443/yetl1/bitstream/id/184289/ http://yetl.yabesh.ir/yetl1/handle/yetl/19021 http://yetl.yabesh.ir/yetl1/handle/yetl/4314354 Conceptual 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 ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314354 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314352 Seismic 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 ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314352 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314351 Seismic 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 ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314351 2026-01-01T00:00:00Z http://yetl.yabesh.ir/yetl1/handle/yetl/4314350 Multisource 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 ... Thu, 01 Jan 2026 00:00:00 GMT http://yetl.yabesh.ir/yetl1/handle/yetl/4314350 2026-01-01T00:00:00Z