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Gráficos de controle multivariados para monitoramento de processos não lineares em bateladas Multivariate control charts for monitoring non-linear batch processes
Published 2011-03-01“…However, the technique only assesses similarities in a linear context, i.e. investigating structures of linear correlation in the data. …”
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Contrast analysis for rapid characterization of 2D WTe2 structures
Published 2025-04-01“…Among these, tungsten ditelluride (WTe2) has garnered attention for its semi-metallic behavior and topologically nontrivial band structure, making it a promising candidate for advanced nanoelectronic applications. …”
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504
Low-temperature formation of apatite structure of neodymium silicate in silica matrix
Published 2017-11-01“…Among them, Nd9.33Si6O26 with apatite type structure occupies a significant place because of its electrical properties, as ionic conductor. …”
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505
Broadband Low-RCS Linearly Polarized Metasurface–Based Antenna
Published 2025-01-01“…In this paper, a broadband linearly polarized (LP) metasurface (MS)–based antenna with low radar cross section (RCS) over a wideband is proposed. …”
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506
An Innovative Linear Wireless Sensor Network Reliability Evaluation Algorithm
Published 2025-01-01“…Sensor nodes are distributed linearly when monitoring linear structures, such as railway bridges, forming what is known as a Linear Wireless Sensor Network (LWSN). …”
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507
Non-linear optical microscopy sheds light on cardiovascular disease.
Published 2013-01-01“…No sample staining is needed because numerous endogenous fluorophores are excited by a two-photon mechanism and highly non-centrosymmetric structures such as collagen generate strong second harmonic signals. …”
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508
Damage Strength Model of Soil–Structure Interface Based on Equivalent Damage
Published 2024-11-01“…During the tests, the soil shear area ratio (<italic>ρ</italic>) at the interface between soil and structure is controlled at 0, 0.33, 0.66, and 1.00, with normal stresses of 100, 200, 300, and 400 kPa, respectively.Results and Discussions The peak strength of the soil-structure interface increases linearly with increasing normal stress and soil shear area ratio. …”
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509
Free linear vibrations of a viscoelastic spherical shell with filler
Published 2025-07-01Get full text
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510
Total and Structural Carotid Artery Stiffness Are Associated With Cognitive Decline and Structural Brain Abnormalities Related to Alzheimer Disease and Alzheimer Disease‐Related De...
Published 2025-05-01“…Total pulse wave velocity can be subdivided into 2 main mechanisms: structural arterial stiffness (S‐PWV) due to intrinsic remodeling of the artery wall and load‐dependent arterial stiffness due to increased blood pressure. …”
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511
Predicting the Flexural Modulus of Variable Pitch Angle, Porous Bouligand Structured 3D Printed Polymer
Published 2025-01-01“…Our model is expressed as <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>E</mi><mi>f</mi></msub><mo>=</mo><msub><mi>E</mi><mrow><mi>p</mi><mi>o</mi><mi>r</mi><mi>o</mi></mrow></msub><mrow><mo>(</mo><mi>a</mi><msubsup><mi>θ</mi><mi>f</mi><mn>3</mn></msubsup><mo>+</mo><mi>b</mi><msubsup><mi>θ</mi><mi>f</mi><mn>2</mn></msubsup><mo>+</mo><mi>c</mi><msub><mi>θ</mi><mi>f</mi></msub><mo>+</mo><mi>d</mi><mo>)</mo></mrow></mrow></semantics></math></inline-formula>, and we derive this by applying non-linear regression to our experimental data. This model predicts the flexural modulus, <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msub><mi>E</mi><mi>f</mi></msub></semantics></math></inline-formula>, of porous Bouligand structured polymer as a function of both porosity and pitch angle. …”
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512
Three-Dimensional Simulation of Seismic Structure–Soil–Structure Interaction for Mid-Rise Buildings near Dense Shallow Sloping Soils Under the Impact of 6 February 2023 Kahramanmar...
Published 2025-03-01“…The results highlighted that the structure–soil–structure interaction cannot be neglected in the presence of a slope.…”
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513
The RACOON viral pneumonia score for structured reporting of pre-existing, acute, and post-pneumonic findings on chest CT
Published 2025-07-01“…The longitudinal distribution of subscores allowed for differentiation between acute pneumonia and post-pneumonic sequelae.ConclusionThis study presents the RVPS as a comprehensive tool for inter-reader reliable evaluation, longitudinal monitoring, and structured documentation of the extent as well as quality of chest CT findings in infectious lung disease.…”
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514
Seismic Benefits of a Vibrating Mass Equipped with an Inerter on Frame Structures Due to Soil Interaction
Published 2024-11-01“…The problem is studied by using existing soil–structure interaction (SSI) and structure–soil–structure interaction (SSSI) models, which describe the actions between the structure and the soil, and among adjacent structures through linear visco-elastic devices. …”
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515
On the Equality <i>A</i> = <i>A</i><sub>1</sub><i>A</i><sub>2</sub> for Linear Relations
Published 2025-03-01“…Secondly, a condition is also presented where the structure of the right-hand side is taken into account. …”
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516
Damage of bamboo and wooden materials based on linear elastic fracture mechanics in garden design
Published 2016-01-01Get full text
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517
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Influence of material inhomogeneity and non-linear mechanical behavior of the material on delamination in multilayered beams
Published 2018-12-01“…The approach developed is expected to be useful in structural design of multilayered inhomogeneous beams with considering the delamination fracture behavior.…”
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519
A non-linear procedure for the numerical analysis of crack development in beams failing in shear
Published 2015-12-01“…In this work, a consistent formulation for the representation of concrete behavior before and after cracking has been implemented into a non-linear model for the analysis of reinforced concrete structures, named 2D-PARC. …”
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520
Actuator Saturation and Control Design for Buildings Structural Systems with Improved Uncertainty Description
Published 2013-01-01“…Finally, a three-storey linear building structure under earthquake excitation is considered and simulation results are given to show the effectiveness of the proposed controllers.…”
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