simulink function device (MathWorks Inc)
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MathWorks Inc
simulink function device
Simulink Function Device, supplied by MathWorks Inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/simulink+function+device/pm39680588-160-0-0
Average 90 stars, based on 1 article reviews
Simulink Function Device, supplied by MathWorks Inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/simulink+function+device/pm39680588-160-0-0
Average 90 stars, based on 1 article reviews
simulink function device - by Bioz Stars,
2026-09
90/100 stars
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Blocking Assay:Article Title: Improving simulation of wireless networked control systems based on WirelessHART Article Snippet: Contents lists available at SciVerse ScienceDirect Computer Standards & Interfaces j ourna l homepage: www.e lsev ie r .com/ locate /cs i Improving simulation of wireless networked control systems based onWirelessHART P. Ferrari ⁎, A. Flammini, M. Rizzi, E. Sisinni University of Brescia-DII, Via Branze 38, 25123 Brescia, Italy ⁎ Corresponding author.. Tel.. : +39 030 3715445; fax: E-mail address: paolo.ferrari@ing.unibs.it (P. Ferrari 0920-5489/$ – see front matter © 2013 Elsevier B.V. All http://dx.doi.org/10.1016/j.csi.2013.04.003 a b s t r a c t a r t i c l e i n f o Article history: Received 12 September 2012 Received in revised form 1 February 2013 Accepted 13 April 2013 Available online 21 April 2013 Keywords: Co-simulation Wireless industrial communications Wireless networked control systems Real-time systems Recently, WirelessHART (2007) and ISA100.11a (2009) have been proposed as communication standard for a wireless fieldbus. Article Title: Benchmark structural control problem for a seismically excited highway bridge-Part II: Phase I Sample control designs Article Snippet: This paper presents sample control system designs for the three-dimensional benchmark structural control problem for seismically excited highway bridge.. Three types of sample control systems, namely nonlinear viscous dampers, ideal hydraulic actuators and magnetorheological fluid dampers, are designed and presented for comparison by participants in the study.. For each of the three-sample control systems, a total of 16 control devices are proposed to be placed orthogonally between the deck-ends and abutments for the reduction of earthquake-induced vibrations of the highway bridge. Article Title: Phase II benchmark control problem for seismic response of cable-stayed bridges Article Snippet: .. For the sample control design Kf takes the form Kf 1⁄4 2I2 2 0 4I4 4 0 2I2 2 2 664 3 775Dd 1⁄4 GdevDd ð52Þ The vector of forces generated by the devices is f 1⁄4 Kfu ð53Þ Figure 11 shows the other:Article Title: Extended Residential Power Management Interface for Flexibility Communication and Uncertainty Reduction for Flexibility System Operators Article Snippet: The aforementioned Expressing:Article Title: Energy-efficient and reliable dual closed-loop DC control system for intelligent electric vehicle charging infrastructure. Article Snippet: .. Control:Article Title: Benchmark structural control problem for a seismically excited highway bridge-Part II: Phase I Sample control designs Article Snippet: This paper presents sample control system designs for the three-dimensional benchmark structural control problem for seismically excited highway bridge.. Three types of sample control systems, namely nonlinear viscous dampers, ideal hydraulic actuators and magnetorheological fluid dampers, are designed and presented for comparison by participants in the study.. For each of the three-sample control systems, a total of 16 control devices are proposed to be placed orthogonally between the deck-ends and abutments for the reduction of earthquake-induced vibrations of the highway bridge. Article Title: Phase II benchmark control problem for seismic response of cable-stayed bridges Article Snippet: .. For the sample control design Kf takes the form Kf 1⁄4 2I2 2 0 4I4 4 0 2I2 2 2 664 3 775Dd 1⁄4 GdevDd ð52Þ The vector of forces generated by the devices is f 1⁄4 Kfu ð53Þ Figure 11 shows the Generated:Article Title: Phase II benchmark control problem for seismic response of cable-stayed bridges Article Snippet: .. For the sample control design Kf takes the form Kf 1⁄4 2I2 2 0 4I4 4 0 2I2 2 2 664 3 775Dd 1⁄4 GdevDd ð52Þ The vector of forces generated by the devices is f 1⁄4 Kfu ð53Þ Figure 11 shows the |