Mechanical stability investigation of advanced composite plates resting on elastic foundations using a new four-unknown refined theory by Yassine Khalfi, Aboubakar Seddik Bouchikhi, Yassine Bellebna

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Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach by Raphael Basilio Pires Nonato

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Further investigation on microstructure refinement of internal crack initiation region in VHCF regime of high-strength steels by Yukun Chang, Liang Zheng, Xiangnan Pan, Youshi Hong

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The specific heat loss combined with the thermoelastic effect for an experimental analysis of the mean stress influence on axial fatigue of stainless steel plain specimens by G. Meneghetti, M. Ricotta, B. Atzori

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Further investigation on microstructure refinement of internal crack initiation region in VHCF regime of high-strength steels by Yukun Chang, Liang Zheng, Xiangnan Pan, Youshi Hong

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Surface crack growth subject to bending and biaxial tension-compression by V. Shlyannikov, A. Tumanov, A. Zakharov, A. Gerasimenko

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Crack initiation characteristics and fatigue property of a high-strength steel in VHCF regime under different stress ratios by Xiaolong Liu, Chengqi Sun, Youshi Hong

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Advanced Soft Computing Ensemble for Modeling Contaminant Transport in River Systems: A Comparative Analysis and Ecological Impact Assessment by Jafar Chabokpour

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Effect of nano-clay addition and heat-treatment on tensile and stress-controlled low-cycle fatigue behaviors of aluminum-silicon alloy by Mohammad Azadi, Adel Basiri, Ali Dadashi, G. Winter, B. Seisenbacher, F. Grün

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Hybrid machine learning-enabled multivariate bridge-specific seismic vulnerability and resilience assessment of UHPC bridges by Tadesse G. Wakjira, M. Shahria Alam

“…Efficient seismic vulnerability and resilience assessment is essential for ultra-high-performance concrete (UHPC) bridges, given their distinctive mechanical and structural properties. However, existing single-parameter-based probabilistic seismic demand (PSD) models overlook critical bridge‐specific characteristics and uncertainties. …”
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Reinforced Soft Soil by CSV with/without Polypropylene fibres: Experimental and Numerical analysis. by Anouar Souadeuk, Zeineddine Boudaoud

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The Effects of the Moving Load and the Attached Mass-Spring-Damper System Interactions on the Dynamic Responses of the Composite Plates: An Analytical Approach by Sina Fallahzadeh Rastehkenar, Mohammad Shariyat

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Analytical Approach for Thermo-electro-mechanical Vibration of Piezoelectric Nanoplates Resting on Elastic Foundations based on Nonlocal Theory by Korosh Khorshidi, Mahdi Karimi

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A Semi-Analytical Nonlinear Approach for Size-Dependent Analysis of Longitudinal Vibration in Terms of Axially Functionally Graded Nanorods by Reza Nazemnezhad

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Nonlinear Torsional Vibration of Size-Dependent Functionally Graded Rods by Reza Nazemnezhad, Ehsan Razavian Shad, Ali-Akbar Jandaghian

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Effect of the transverse reinforcement spacing in nodal zones on the seismic behavior factor of RC frames according to Algerian design code RPA99/version2003 by Amar Louzai, Ahmed Abed

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Vibration Characteristics of Functionally Graded Micro-Beam Carrying an Attached Mass by Arash Rahmani, Alireza Babaei, Shirko Faroughi

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Prediction of CRISPR-Cas9 on-target activity based on a hybrid neural network by Chuxuan Li, Quan Zou, Jian Li, Hailin Feng

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Determination of Substructure and Sub-ballast Layer Thickness of High-Speed Railway by Tran Anh DUNG, Pham Van KY, Le Hai HA

“…A well-designed trackbed ensures the structural integrity of the railway system, sufficient load-bearing capacity, and cost-effective construction. …”
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Prediction of Compressive Strength by Considering Practical Consideration Non-destructive Test by Artificial Neural Network by Priyesh GANGELE, Arun Kumar PATEL

“…Experimental work involved 126 laboratory-prepared samples (grades M10–M40) with curing age of 14 day and 28 day and 231 field samples from a 20-year-old structure, tested using both methods. Total 357 no. of data samples were created with different mix proportion of design, curing ages and on-site environmental exposed concrete structure without unknown grade. …”
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