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Junsheng Su

Tianjin University

92, Weijin Road

Nankai District

Tianjin, 300072

China

SCHOLARLY PAPERS

5

DOWNLOADS

169

TOTAL CITATIONS

3

Scholarly Papers (5)

1.

Time-Dependent Seismic Fragility and Resilience Assessment of a Sea-Crossing Cable-Stayed Bridge Under Combined Effects of Corrosion and Scour

Number of pages: 33 Posted: 28 Dec 2024
Dianqi Wu, Zhong-Xian Li, Yang Ding and Junsheng Su
Tianjin University, Tianjin University, Tianjin University and Tianjin University
Downloads 58 (980,173)
Citation 2

Abstract:

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Sea-crossing bridge, corrosion, Scour, Lifetime fragility, Seismic Resilience, Time-dependent structural capacity

2.

Underwater Shaking Table Tests of a Sea-Crossing Cable-Stayed Bridge Under Combined Earthquake-Wave Action

Number of pages: 36 Posted: 16 Jun 2023
Tianjin University, Tianjin University, Tianjin University, Tianjin University and Tianjin University
Downloads 51 (1,052,702)
Citation 1

Abstract:

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underwater shaking table tests, cable-stayed bridge, combined earthquake-wave action, water-structure interaction, coordinative similitude law

3.

Seismic damage and time-dependent fragility assessment of non-uniformly  corroded bridges subjected to long-duration earthquakes

Number of pages: 35 Posted: 28 Aug 2025 Last Revised: 26 Apr 2026
Tianjin University, Tianjin University, Tianjin University, Tianjin University and Tianjin University
Downloads 39 (1,209,354)

Abstract:

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Offshore bridge, Non-uniform corrosion, Earthquake duration, Lifetime fragility, Damage accumulation

4.

Seismic performance of UHPC-HSC composite hollow bridge piers reinforced with high-strength steel bars

Number of pages: 35 Posted: 14 Oct 2025
Tianjin University, Tianjin University, Tianjin University, Tianjin University, Tianjin University, China Railway Design Corporation, affiliation not provided to SSRN and Tianjin University
Downloads 15 (1,526,714)

Abstract:

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High-strength steel bars (HSSB), Ultra-high-performance concrete (UHPC), Composite pier, Hollow cross-section, Quasi-static test

5.

Seismic Performance of Uhpc-Hsc Composite Hollow Bridge Piers Reinforced with High-Strength Steel Bars

Number of pages: 34 Posted: 11 Aug 2025
Tianjin University, Tianjin University, Tianjin University, Tianjin University, Tianjin University, China Railway Design Corporation, affiliation not provided to SSRN and Tianjin University
Downloads 6 (1,571,455)

Abstract:

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High-strength steel bars (HSSB), Ultra-high-performance concrete (UHPC), Composite pier, Hollow cross-section, Quasi-static test