Impact Resistance Performance and Damage Characteristics of Mortise-and-Tenon Joint Prefabricated Bridge Piers.

Authors: Li, Shukun¹, Mi, Jiahe¹, Qi, Xingjun¹, qixingjun@sdjzu.edu.cn, Jin, Yudong², Guo, Yupeng²

Source: Buildings (2075-5309); Sep2024, Vol. 14 Issue 9, p2666, 20p

Research on track damage identification based on the response of vehicle-rail contact point

Authors: Xiang, Changsheng, Li, Zudong, Qi, Xingjun, Cao, Sanpeng, Liu, Hailong

Source: In Transportation Engineering December 2022 10

Influence of the Duration Compression Ratio of the Input Motion on the Seismic Response of a Soil–Pile–Bridge Structure System in Shaking Table Tests.

Authors: Zhang, Zhi^1,2, Song, Chenning^1,2, scanner2007@163.com, Li, Xiaojun³, scanner2007@163.com, Qi, Xingjun⁴

Source: Applied Sciences (2076-3417); Dec2022, Vol. 12 Issue 23, p12109, 17p

Finite element simulation on 0# Block with V-shaped support. (English)

Authors: TANG Yang¹, WANG Guowei², LIU Xin³, WANG Dawei⁴, QI Xingjun⁵

Source: Journal of Shanghai University of Engineering Science / Shanghai Gongcheng Jishu Daxue Xuebao; Mar2023, Vol. 37 Issue 1, p76-82, 7p

Safety Monitor Symmetry Concerning Beam Bridge Damage Utilizing the Instantaneous Amplitude Square Method.

Authors: Guo, Dongmei, Xiao, Zhiquan, Qi, Xingjun, Sun, Xvfa

Source: Symmetry (20738994); Feb2023, Vol. 15 Issue 2, p365, 18p

Subject Terms: STRUCTURAL health monitoring, FAST Fourier transforms, BRIDGES, CONTINUOUS bridges, HILBERT transform, SYMMETRY, TRAFFIC safety

Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves.

Authors: Zhou, Guoliang, Li, Xiaojun, Qi, Xingjun

Source: Earthquake Science; Feb2010, Vol. 23 Issue 1, p53-61, 9p