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Jian-Cheng Dai

Hebei University of Technology

Tianjin

China

SCHOLARLY PAPERS

5

DOWNLOADS

233

TOTAL CITATIONS

0

Scholarly Papers (5)

1.

A Probabilistic-Statistical Hybrid Model for Dominant Pulses in Pulse-Like Ground Motions (Plgms)

Number of pages: 32 Posted: 08 Mar 2025
Hebei University of Technology, Hebei University of Technology, Institute of Disaster Prevention, Hebei University of Technology, Hebei University of Technology and Hebei University of Technology
Downloads 67 (924,743)

Abstract:

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Pulse-like ground motions, Genetic algorithm, Statistical model, Probabilistic distribution model

2.

Evaluation of the Geometric Mean of Response Spectrum for Fast and Reliable Seismic Fragility Analysis of Bridge Columns

Number of pages: 22 Posted: 09 Nov 2024
Hebei University of Technology, Hebei University of Technology, Institute of Disaster Prevention, Hebei University of Technology, Dalian Jiaotong University and Ningxia University
Downloads 65 (916,100)

Abstract:

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fragility analysis, Intensity measure, Geometric mean of response spectrum, KL divergence, K-means clustering

3.

Parameter-Normalized Probabilistic Seismic Demand Model Considering the Structural Design Strength for Structural Response Assessment

Number of pages: 21 Posted: 19 Jun 2024
Hebei University of Technology, Hebei University of Technology, Hebei University of Technology, Hebei University of Technology, Ningxia University and affiliation not provided to SSRN
Downloads 44 (1,133,231)

Abstract:

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Probabilistic seismic demand model, normalized, intensity measures, hazard curve, isolated bridges

4.

Normalized response spectrum of near-fault pulse-like ground motions (PLGMs) based on PGA and PGD attenuation

Number of pages: 28 Posted: 01 Oct 2025
Hebei University of Technology, Hebei University of Technology, Institute of Disaster Prevention, Hebei University of Technology, Hebei University of Technology, Hebei University of Technology and Hebei University of Technology
Downloads 30 (1,332,057)

Abstract:

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Near-fault pulse-like ground motions, Direction-independent, Normalized pseudo-velocity response spectrum, Genetic algorithms, Attenuation relationship

5.

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)

Abstract:

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