Difference between revisions of "ALBERTA Rail 371"

Revision as of 16:04, 11 April 2024

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Steel Profile
Background
Benchmark ID	steelProfile_n371m7q6
Category
System-Class	LTI-FOS
Parameters
nstates	371
ninputs	7
noutputs	6
nparameters	0
components	A, B, C, E
Copyright
License
Creator	Jens Saak Peter Benner
Editor	Jens Saak
Location
NA

This is a small configuration of the original Steel Profile, that was not published in the Oberwolfach Collection. There are several publications that used this benchmark despite citing Steel Profile:

Köhler, Martin, Norman Lang, and Jens Saak. “Solving Differential Matrix Equations Using Parareal.” PAMM 16, no. 1 (October 2016): 847–48. https://doi.org/10.1002/pamm.201610412. (@Jens Saak: please confirm)
Schulze, Jonas. “A Low-Rank Parareal Solver for Differential Riccati Equations Written in Julia.” Otto-von-Guericke-Universität Magdeburg, 2022. https://doi.org/10.5281/zenodo.7843197.
...

Data


	# nonzeros in A	# nonzeros in E	max. mesh width
SteelProfile-dim1e3-rail_371.zip (32kB)	2341	2343

Related Variants

Steel Profile: dimensions 1357, 5177, 20209, 79841
FEniCS Rail: dimensions 371, 1357, 5177, 20209, 79841, 317377, 1265537

@@ Line 48: / Line 48: @@
 |-
 |[https://csc.mpi-magdeburg.mpg.de/mpcsc/MORWIKI/Oberwolfach/SteelProfile-dim1e3-rail_371.zip SteelProfile-dim1e3-rail_371.zip] (32kB)
+|2341
-|<math>2\,341</math>
+|2343
-|<math>2\,343</math>
 |
 |}