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Zhi-Guo Sun

Institute of Disaster Prevention

Langfang

China

SCHOLARLY PAPERS

7

DOWNLOADS

222

TOTAL CITATIONS

0

Scholarly Papers (7)

1.

Seismic Performance and Damage Control of Large-Span Prestressed Concrete Rigid-Frame Bridges with High Piers Crossing Strike-Slip Faults

Number of pages: 40 Posted: 27 Jul 2023
Hebei University of Technology, Hebei University of Technology, Hebei University of Technology, Hebei University of Technology and Institute of Disaster Prevention
Downloads 41 (1,170,409)

Abstract:

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large-span rigid-frame bridge with high piers, strike-slip fault, fault-crossing bridge, fault-crossing angle, Seismic performance, permanent ground displacement, shock-absorbing hinge system (SAHS)

2.

Evaluation on Residual Displacement of Rc Bridge Piers with Surrounding Liquefiable Soils Subjected to Strong Earthquakes

Number of pages: 26 Posted: 21 Feb 2024
Beijing University of Technology, Institute of Disaster Prevention, Beijing University of Technology, Beijing University of Technology, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 39 (1,222,651)

Abstract:

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Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage

3.

Seismic Resilience Design and Endurance Time Analysis of Rocking Self-Centering Double-Deck Bridge Bents with Deformation-Amplified Torsional Steel-Tube Dampers

Number of pages: 32 Posted: 23 Apr 2025
affiliation not provided to SSRN, Institute of Disaster Prevention, Dalian Jiaotong University, affiliation not provided to SSRN, Hebei University of Technology and affiliation not provided to SSRN
Downloads 32 (1,290,922)

Abstract:

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Double-deck bridge, Seismic design method, Deformation-amplified torsional steel-tube dampers, Rocking self-centering double-deck bridge bents, Endurance time analysis

4.

Residual Displacement-Based Failure Analysis of Rc Bridge Piers with Surrounding Liquefiable Soils

Number of pages: 26 Posted: 11 Apr 2024
Beijing University of Technology, Institute of Disaster Prevention, Beijing University of Technology, Beijing University of Technology, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 31 (1,304,549)

Abstract:

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Failure analysis, Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage.

5.

Identification of Double-effect-coupling Pulses in Fault-region Ground Motion

Number of pages: 29 Posted: 26 Sep 2025
Institute of Disaster Prevention, Institute of Disaster Prevention, Institute of Disaster Prevention, affiliation not provided to SSRN, Institute of Disaster Prevention and Hebei University of Technology
Downloads 28 (1,359,097)

Abstract:

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near/cross-fault ground motions, multi-pulse records, fling-step effect, forward-directivity effect, double effect coupling effect

6.

Influence and Control Methods of End Span Uplift for Long-Span Rigid-Frame Bridges Subjected to Near-Fault Ground Motions

Number of pages: 35 Posted: 30 Jun 2023
Hebei University of Technology, Hebei University of Technology, Institute of Disaster Prevention, Hebei University of Technology and Hebei University of Technology
Downloads 27 (1,359,097)

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large-span rigid-frame bridge, uplift, tuned viscous mass damper (TVMD), cable, ballast

7.

Seismic Analysis of Isolated Continuous Girder Bridges with Lead Rubber Bearings and Thin-Walled Hollow Piers at Low Temperature

Number of pages: 32 Posted: 09 Aug 2025
affiliation not provided to SSRN, Institute of Disaster Prevention, affiliation not provided to SSRN, affiliation not provided to SSRN and Hebei University of Technology
Downloads 24 (1,424,331)

Abstract:

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Seismic isolated bridge, Lead rubber bearings, Low temperature conditions, Seismic performance, Endurance time fragility method