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Analysis and Design of a Series Parallel Uninterruptible Power Supply with an Improved Control Strategy for Seamless Transition
Predicting the Building Stone Cutting Rate Based on Rock Properties and Device Pullback Amperage in Quarries Using M5P Model Tree
Ultrasonic-assisted biosurface modification of multi-walled carbon nanotubes with Thiamine and its influence on the properties of PVC/Tm- MWCNTs nanocomposite films
Ultrasonic-assisted biosurface modification of multi-walled carbon nanotubes with Thiamine and its influence on the properties of PVC/Tm- MWCNTs nanocomposite films
Synthesis and thermodynamic analysis of nanostructured CuNiCoZnAl high entropy alloy produced by mechanical alloying
Synthesis and thermodynamic analysis of nanostructured CuNiCoZnAl high entropy alloy produced by mechanical alloying
Preparation of a stable nanocomposite phase change material (NCPCM) using sodium stearoyl lactylate (SSL) as the surfactant and evaluation of its stability using image analysis
Preparation of a stable nanocomposite phase change material (NCPCM) using sodium stearoyl lactylate (SSL) as the surfactant and evaluation of its stability using image analysis
Preparation of a stable nanocomposite phase change material (NCPCM) using sodium stearoyl lactylate (SSL) as the surfactant and evaluation of its stability using image analysis
Preparation of a stable nanocomposite phase change material (NCPCM) using sodium stearoyl lactylate (SSL) as the surfactant and evaluation of its stability using image analysis
Spectrally formulated finite element for vibration analysis of an Euler-Bernoulli beam on Pasternak foundation
Investigation of Flexural Behavior of 3D Textile Reinforced Concrete Using Both Experimental Tests and Finite Element Method
Investigation of Flexural Behavior of 3D Textile Reinforced Concrete Using Both Experimental Tests and Finite Element Method
The near- field method a modi ed equivalent linear method for dynamic soil structure interaction analysis. Part I Theory and methodolog
The near- field method a modified equivalent linear method for dynamic soil structure interaction analysis. Part II verification and example application