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341
Dynamic Characteristics of Lightweight Aggregate Self-Compacting Concrete by Impact Resonance Method
Published 2021-01-01“…Understanding the dynamic behavior of Lightweight Aggregate Self-Compacting Concrete (LWASCC) is of importance to the safety of concrete structures serving in dynamic loading conditions. …”
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342
System Dynamics Method: A Comprehensive Approach to Performance Management in Construction Projects
Published 2019-11-01“…Studies show that the correct use of the system dynamics method in this field have a great impact on the success and improvement of the performance of construction projects.…”
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343
Modeling error reduction and rework in construction activities using system dynamics method
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344
Research on Grouting Dynamic Monitoring Based on Borehole–Tunnel Joint Resistivity Method
Published 2025-05-01“…To address the challenge of dynamic monitoring during grouting operations in coal mine fault zones under pressurized mining, this study proposes the Borehole–Tunnel Joint Resistivity Method (BTJRM). …”
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345
Incorporating Boundary Nonlinearity into Structural Vibration Problems
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346
Analysis of Global and Key PM<sub>2.5</sub> Dynamic Mode Decomposition Based on the Koopman Method
Published 2024-09-01“…This approach decomposes the data into the superposition of different spatial modes, revealing their hierarchical spatiotemporal structure and reconstructing the dynamic processes. …”
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347
A metaheuristic optimization framework inspired by virus mutations and its ability to optimize the structural design of 2D and 3D steel frames compared to other methods
Published 2025-06-01“…To address these limitations, this study proposes the mutation-based virus pandemic optimization (MVPO) algorithm, a novel bio-inspired metaheuristic that emulates virus transmission dynamics and mutation mechanisms. MVPO integrates population-based exploration, simulating viral spread through intra-community interactions (guided by wavelet functions to model transmission variability) and inter-community propagation, with a two-phase mutation strategy: the first phase enhances global exploration via elongated search steps during accelerated spread, while the second phase introduces structural perturbations to escape local optima. …”
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348
Inversion of Lateral Impact Load Migration History and Trajectory Location Method for Deck Structures Based on the Time-Slicing Method
Published 2024-01-01“…Therefore, based on the time-slice method, this paper presents a method of locating the impact load migration trajectory and time history inversion for deck structures. …”
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349
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350
Research on Numerical Calculation Methods for Modelling the Dynamics of Diesel Engine Crankshaft System Substructures
Published 2025-05-01“…The complex structure of a diesel engine crankshaft, combined with diverse and dynamically changing loads, leads to the interaction of torsional, bending, and longitudinal vibrations. …”
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351
Three-Band Spectral Camera Structure Design Based on the Topology Optimization Method
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352
A numerical model based on ALE formulation to predict crack propagation in sandwich structures
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353
Structural Dynamics Response Characteristics of Metro Overlapping Stations under Train Loads in Complex Strata
Published 2025-07-01“…[Objective] The structural dynamics response of overlapping metro station under train loads is complex, often resulting in localized amplification of dynamics response and significant difference in dynamics behaviors across various structural locations. …”
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354
Analytic Method for Vibration Analysis of Track Structure Induced by High-Speed Train
Published 2021-04-01“…Nowadays, the increase in heavy freight rail transport and high-speed train (HST) operations has encouraged scientists to investigate the dynamic response of rail structures under moving load using analytically and numerically computational methods. …”
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355
NONLIEAR DYNAMIC BEHAVIORS ANALYSIS OF COMPLEX ROTOR-BEARING SYSTEM
Published 2015-01-01“…Aiming at overcoming the deficiency of available methods for revaling the nonlinear dynamic behaviors of complex rotor-bearing system,a fluid-structure method which combined rotor dynamics with computational fluid dynamics based on dynamic mesh is proposed. …”
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356
Development and Demonstrational Instantiation of a Method for the Structured Content Analysis of Smartphone Apps
Published 2021-10-01“…The publication discusses the adaptation of dedicated known methods for structured content analysis for the usage of smartphone apps, taking into account the specifics of these dynamic media types and resulting consequences for the procedure and content rating. …”
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357
A Review on Recent Contribution of Meshfree Methods to Structure and Fracture Mechanics Applications
Published 2014-01-01“…Present work attempts to review recent developments and some earlier applications of well-known meshfree methods like EFG and MLPG to various types of structure mechanics and fracture mechanics applications like bending, buckling, free vibration analysis, sensitivity analysis and topology optimization, single and mixed mode crack problems, fatigue crack growth, and dynamic crack analysis and some typical applications like vibration of cracked structures, thermoelastic crack problems, and failure transition in impact problems. …”
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358
Antipenetration Performance of Multilayer Protective Structure by the Coupled SPH-FEM Numerical Method
Published 2023-01-01“…Multilayer composite structures have significant advantages in antipenetration protection. …”
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359
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods
Published 2018-01-01“…Complex, high-rate dynamic structures, such as hypersonic air vehicles, space structures, and weapon systems, require structural health monitoring (SHM) methods that can detect and characterize damage or a change in the system’s configuration on the order of microseconds. …”
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360
Research on the Hydroelasto-Plasticity Method and Its Application in Collapse Analyses of Ship Structures
Published 2025-04-01“…Through a co-simulation approach combining computational fluid dynamics and finite element methods, the pressure and displacement boundary conditions at the fluid–structure interface are iteratively exchanged; thus, the time-domain solution of the coupling equations is obtained. …”
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