Journal of Engineering Mechanics (ASCE) - v. 150, n. 4 (avril 2024)

Publié:	avril 2024

Auteur(s)	Titre	Page(s)
Epstein, Marcelo / Soleimani, Kasra / Sudak, Leszek	Applications of Space–Time Elements
Li, Linfei / Wang, Boning / Xu, Houlin / Nguyen, Hoang T. / Bažant, Zdeněk P. / Hubler, Mija H.	Crack-Parallel Stress Effect on Fracture of Fiber-Reinforced Concrete Revealed by Gap Tests
Lloyd, Stephen / Jeong, Chanseok	Discretize-Then-Optimize Modeling for Dynamic Force Inversion Based on Runge–Kutta Explicit Time Integration
Liang, Hui / Shen, Yang / Chen, Shizhuang / Shen, Jiayi / Xu, Junhong	Effect of Multiscale Particle Morphology on Small-Strain Shear Modulus of Irregularly Shaped Sand under Isotropic Consolidation: Triaxial Bender Element Tests on 3D-Printed Sand
Kumar, Akshay / Tiwari, Gaurav	A Methodology for Imprecise Moment-Independent Global Sensitivity Analysis with Limited Data of Copula-Dependent Inputs: Application for Slopes
Mahinzare, Mohammad / Rastgoo, Abbas / Ebrahimi, Farzad	Nonlinear Vibration of FG Graphene Origami Auxetic Sandwich Plate Including Smart Hybrid Nanocomposite Sheets
Li, Yang / Xu, Jun	Novel Hermite Polynomial Model Based on Probability-Weighted Moments for Simulating Non-Gaussian Stochastic Processes
Shang, Yong / Wang, Fei	Randomized Neural Networks with Petrov–Galerkin Methods for Solving Linear Elasticity and Navier–Stokes Equations
Chen, Jianbing / Lyu, Jiahang / Spanos, Pol D. / Li, Jie	Stochastic Response Analysis of a Spar-Type FOWT Subjected to Extreme Waves by a Novel Filter Wave Model and the DR-PDEE
Shi, Yufeng / Zhang, Tao / Cao, Chengwei / Chen, Xiangsheng / Wen, Yonghua	Study on the Mechanism of Tunnel Subhorizontal Jet Grouting Reinforcement Based on a Shell Model on Two-Parameter Foundation

Auteur(s)

Titre

Page(s)

Epstein, Marcelo / Soleimani, Kasra / Sudak, Leszek

Applications of Space–Time Elements

Li, Linfei / Wang, Boning / Xu, Houlin / Nguyen, Hoang T. / Bažant, Zdeněk P. / Hubler, Mija H.

Crack-Parallel Stress Effect on Fracture of Fiber-Reinforced Concrete Revealed by Gap Tests

Lloyd, Stephen / Jeong, Chanseok

Discretize-Then-Optimize Modeling for Dynamic Force Inversion Based on Runge–Kutta Explicit Time Integration

Liang, Hui / Shen, Yang / Chen, Shizhuang / Shen, Jiayi / Xu, Junhong

Effect of Multiscale Particle Morphology on Small-Strain Shear Modulus of Irregularly Shaped Sand under Isotropic Consolidation: Triaxial Bender Element Tests on 3D-Printed Sand

Kumar, Akshay / Tiwari, Gaurav

A Methodology for Imprecise Moment-Independent Global Sensitivity Analysis with Limited Data of Copula-Dependent Inputs: Application for Slopes

Mahinzare, Mohammad / Rastgoo, Abbas / Ebrahimi, Farzad

Nonlinear Vibration of FG Graphene Origami Auxetic Sandwich Plate Including Smart Hybrid Nanocomposite Sheets

Li, Yang / Xu, Jun

Novel Hermite Polynomial Model Based on Probability-Weighted Moments for Simulating Non-Gaussian Stochastic Processes

Shang, Yong / Wang, Fei

Randomized Neural Networks with Petrov–Galerkin Methods for Solving Linear Elasticity and Navier–Stokes Equations

Chen, Jianbing / Lyu, Jiahang / Spanos, Pol D. / Li, Jie

Stochastic Response Analysis of a Spar-Type FOWT Subjected to Extreme Waves by a Novel Filter Wave Model and the DR-PDEE

Shi, Yufeng / Zhang, Tao / Cao, Chengwei / Chen, Xiangsheng / Wen, Yonghua

Study on the Mechanism of Tunnel Subhorizontal Jet Grouting Reinforcement Based on a Shell Model on Two-Parameter Foundation

Publicité

Journal of Engineering Mechanics (ASCE) - v. 150, n. 4 (avril 2024)

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Journal of Engineering Mechanics (ASCE) - v. 150, n. 4 (avril 2024)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.