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M.Hesham El Naggar

Western University

1151 Richmond St

London, N6A 3K7

Canada

SCHOLARLY PAPERS

14

DOWNLOADS

719

TOTAL CITATIONS

2

Scholarly Papers (14)

1.

Ida-Based Fragility Curves for Helical Pile-Supported Bridges in Cohesive Soil

Number of pages: 35 Posted: 16 Jan 2025
Burak Ozturk, Ahmed Fouad Hussein and M.Hesham El Naggar
Western University, Alexandria University and Western University
Downloads 129 (569,079)

Abstract:

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fragility analysis, helical piles, incremental dynamic analysis, bridge, OpenSees

2.

Fragility Analysis for Shallow Buried Underground Structures Considering Spatial Variability of Soil Properties

Number of pages: 32 Posted: 05 Feb 2025
Wenhao Zhang, M.Hesham El Naggar, Pinghe Ni, Mi Zhao and Xiuli Du
Western University, Western University, Beijing University of Technology, Beijing University of Technology and Beijing University of Technology
Downloads 118 (608,822)

Abstract:

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Fragility analysis, intensity measure, buried underground structures, Incremental dynamic analysis, seismic fragility curves

3.

Soil-Structure Interaction and Seismic Loads on Shallow Reinforced Concrete Tunnels

Number of pages: 75 Posted: 05 Nov 2024
Western University, Western University, affiliation not provided to SSRN, Alexandria University and University of California, San Diego (UCSD)
Downloads 76 (830,555)

Abstract:

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Seismic behavior, flexibility ratio, soil density, Arias intensity, amplification factor, soil pressure, tunnel racking, Bending moment

4.

Seismic Response Patterns of Underground Subway Station Structures in Liquefiable Sites

Number of pages: 19 Posted: 30 Mar 2024
Xuelai Wang, Chengshun Xu, Guanyu Yan, M.Hesham El Naggar and Chunyi Cui
Beijing University of Technology, Beijing University of Technology, Beijing University of Technology, Western University and Dalian Maritime University
Downloads 60 (970,490)
Citation 1

Abstract:

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liquefiable sites, subway station, underground structures, soil-structure stiffness ratio, uplift

5.

Generalized Solution for Tunnel Longitudinal Response to Fault Movement

Number of pages: 33 Posted: 30 Oct 2024
Lihui Xu, Xiuli Du, Jingqi Huang, Mi Zhao, M.Hesham El Naggar and Xu Zhao
China Earthquake Administration, Beijing University of Technology, University of Science and Technology Beijing, Beijing University of Technology, Western University and Beijing University of Technology
Downloads 50 (1,074,648)

Abstract:

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Tunnel, Fault, Analytical solution, Elastic foundation beam model, Tangential contact condition

6.

Generalized Lateral, Rocking, and Coupling Stiffness Equations for Offshore Wind Turbine Monopiles in Clay

Number of pages: 43 Posted: 12 Dec 2025
Qassim University, Western University, Western University, affiliation not provided to SSRN and Qassim University
Downloads 48 (1,086,013)

Abstract:

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Pile Rigidity, Soil-Structure Interaction, Monopile, Foundation Stiffness, Serviceability, Finite Element Modelling, Offshore Wind Turbines.

7.

Seismic Characteristics of Segmental Tunnels Considering Seal Roof Blocks Arrangement

Number of pages: 38 Posted: 07 May 2024
JIASUO QI, Xiuli Du, M.Hesham El Naggar, Xu Zhao, Jingqi Huang and Mi Zhao
Beijing University of Technology, Beijing University of Technology, Western University, Beijing University of Technology, University of Science and Technology Beijing and Beijing University of Technology
Downloads 42 (1,157,785)

Abstract:

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Segmental tunnels, Seal roof block, Seismic response, Universal ring structure

8.

Numerical Modeling of Seismic Performance of Shallow Steel Tunnel

Number of pages: 50 Posted: 28 Mar 2024
Ahmad Abdelhalim, M.Hesham El Naggar and Ahmed Fouad Hussein
Western University, Western University and Alexandria University
Downloads 41 (1,183,237)
Citation 1

Abstract:

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Seismic behavior, steel tunnel, burial depth, bending moment, soil pressure, racking, FHWA

9.

Seismic Response of Pile-Cohesive Soil-Bridge from Shaking Table Array Tests

Number of pages: 30 Posted: 17 Jun 2024
Czech Academy of Sciences - Institute of Geophysics, Czech Academy of Sciences - Institute of Geophysics, Western University, Beijing University of Technology, Western University, Czech Academy of Sciences - Institute of Geophysics, Czech Academy of Sciences - Institute of Geophysics and Beijing University of Technology
Downloads 36 (1,236,159)

Abstract:

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shaking table test, ground motion, bridge, pile, frequency, soil-structure interaction

10.

Behavior of Coarse-Grained Soils with Different Saturation and Drainage Conditions Under Cyclic Loading

Number of pages: 32 Posted: 27 Jul 2025
Hongyang Liu, M.Hesham El Naggar, Mingzhi Zhao, Dawei Huang and Gang Liu
affiliation not provided to SSRN, Western University, Xihua University, affiliation not provided to SSRN and Xihua University
Downloads 34 (1,263,436)

Abstract:

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Graded crushed stone, Large-scale triaxial test, Accumulated deformation, Resilient modulus, Drainage condition, Saturation degree

11.

Stochastic Characterization of the Dynamic Response of a Pile

Number of pages: 33 Posted: 17 Jul 2023
Pablo Martin Barbieri, M.Hesham El Naggar and Timothy Newson
affiliation not provided to SSRN, Western University and Western University
Downloads 30 (1,318,317)

Abstract:

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Pile, dynamic, response, reliability, stochastic, serviceability, vibrations

12.

Analytical Solution for Dynamic Responses of Offshore Wind Turbines Supported by Pipe Pile in Radially Heterogeneous Soil

Number of pages: 53 Posted: 04 Aug 2023
Yiming Huang, Mi Zhao, M.Hesham El Naggar, Piguang Wang and Xiuli Du
Beijing University of Technology, Beijing University of Technology, Western University, Beijing University of Technology and Beijing University of Technology
Downloads 25 (1,399,036)

Abstract:

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Analytical solution, Offshore wind turbine, Pipe pile-water interaction, Pipe pile-soil interaction, Earthquake, wave and wind loads

13.

Coupling Effect of Roughness and Normal Pressure on Mechanical Characteristics and Failure Mode of Deep-Sea Sediment Interface

Number of pages: 35 Posted: 17 Sep 2022
Zheng Zheng, M.Hesham El Naggar and Qing Yang
Dalian University of Technology, Western University and Dalian University of Technology
Downloads 24 (1,399,036)

Abstract:

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coupling effect, interfacial pore pressure, piece-wise Mohr Coulomb, transition roughness, critical normal stress, failure mechanism and modes

14.

Quantifying the seismic failure probability of railway embankments considering uncertainty in near-fault pulse parameters

Number of pages: 51 Posted: 04 Jun 2026
Harbin Institute of Technology, affiliation not provided to SSRN, Harbin Institute of Technology, Harbin Institute of Technology, Western University and Harbin Institute of Technology
Downloads 6

Abstract:

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Railway embankments, Pulse-like ground motions, Pulse parameter, Seismic fragility, Numerical simulation