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Qingtao Zheng

Tianjin University

92, Weijin Road

Nankai District

Tianjin, 300072

China

SCHOLARLY PAPERS

4

DOWNLOADS

112

TOTAL CITATIONS

1

Scholarly Papers (4)

1.

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

2.

Optimized Design of Rocking Rigid-Frame Bridge Piers Based on Response Surface Methodology

Number of pages: 23 Posted: 07 Oct 2024
Yang Lv, Yuxin Liu, Qingtao Zheng and Fangfang Li
Tianjin Chengjian University, Tianjin Chengjian University, Tianjin University and Tianjin Chengjian University
Downloads 27 (1,372,601)

Abstract:

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Response surface methodology, Rocking rigid-frame bridge piers, Numerical simulation, Optimized design

3.

Quantifying the Influence of Soil Condition on the Transverse Seismic Responses of Deep-Water Cable-Stayed Bridge Using Multiple Supports Response Spectrum Method

Number of pages: 32 Posted: 06 Aug 2025
Civil Aviation University of China, Tianjin University, Tianjin University, Beijing University of Technology, Civil Aviation University of China, Civil Aviation University of China, Tianjin University and Tianjin University
Downloads 20 (1,470,786)

Abstract:

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Soil condition, Shear wave velocity, Seismic response, Cable-stayed bridge, Multiple supports response spectrum method

4.

Experimental Study on Confinement-Dependent Mechanical Behavior and Failure Criteria of High-Strength Geopolymer Concrete

Number of pages: 40 Posted: 15 Jul 2025
Tianjin Chengjian University, Tianjin Chengjian University, Tianjin Chengjian University, Tianjin University and Civil Aviation University of China
Downloads 14 (1,518,554)

Abstract:

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high strength geopolymer concrete, Triaxial compression, mechanical properties, failure criterion