To compensate RoF non-linear transmission impairments: Simulation vs Analytical modeling

2018 ◽  
Author(s):  
Namita Kathpal ◽  
Amit Kumar Garg
Keyword(s):  
Analytical Modeling ◽  
Transmission Impairments ◽  
Non Linear

Non-linear analytical modeling of planar compliant mechanisms

2021 ◽  
Vol 155 ◽  
pp. 104067
Author(s):  
Stefan Henning ◽  
Sebastian Linß ◽  
Philipp Gräser ◽  
René Theska ◽  
Lena Zentner
Keyword(s):  
Analytical Modeling ◽  
Compliant Mechanisms ◽  
Non Linear

Analytical Modeling and Numerical Simulations on the Scaling of Biomicrofluidic Droplets

2014 ◽  
Vol 968 ◽  
pp. 235-239
Author(s):  
Pei Yuan He ◽  
Li Guo Zhang
Keyword(s):  
Chemical Analysis ◽  
Numerical Simulations ◽  
Dynamic Process ◽  
Analytical Modeling ◽  
Linear Models ◽  
Model Analysis ◽  
Droplet Generation ◽  
Physical Chemical ◽  
Non Linear ◽  
Mathematical Techniques

Biomicrofluidic silhouettes brought about scientific challenges merited to be investigated through explicit florescence observation, implicit physical-chemical analysis and intermediate conductive level manipulation. Droplet generation, as the typical biomicrofluidic phenomenon, is a complicated dynamic process. In this work, we established both linear and non-linear models to describe the biomicrofluidic droplet variation through applied mathematical techniques, in order to find the corresponding summarizations. Model analysis showed that non-linear models presented ameliorated descriptive capacity.

scholarly journals Non-linear study of base shear and moment of composite columns in MRFs

2015 ◽  
Vol 4 (1) ◽  
pp. 205
Author(s):  
Amir Parviz Khosravi Amiri
Keyword(s):  
Composite Structures ◽  
Seismic Behavior ◽  
Analytical Modeling ◽  
Lateral Force ◽  
Seismic Loads ◽  
Base Shear ◽  
Composite Columns ◽  
Non Linear ◽  
Steel Sections ◽  
Linear State

The main objective of this study is evaluating the seismic behavior of composite columns in MRFs subject to dynamic loads.The design Codes of composite structures contain different views in some cases and therefore conservative provisions, because of lack of enough information about the behavior of these structures. The base shear and moment of structures in non-linear state can be considered as criteria for the potential of a lateral-force-resisting system to dissipate the seismic energy.Lower values of non-linear seismic base reactions indicate better efficacy of the system. In this study the performance of the MRFs with composite columns has been evaluated using 8-story structural models, considering the base reactions obtained from the non-linear analysis. Analytical modeling has been performed based on the AISC Code. The results show good performance of composite sections under the seismic loads. Also, a comparison between two types of composite sections, the full and half-embedded steel sections in concrete, has been made.

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