![seismosignal matlab seismosignal matlab](https://ars.els-cdn.com/content/image/1-s2.0-S2405844018329128-gr2.jpg)
Çağlar N, Garip ZS, Yaman ZD, Deprem etkisindeki betonarme yapılarda yapı-zeminetkileşimi. Kent Konut Tuana Evleri, İzmit, Kocaeli,2013, Rapor No 09/004. İzmit Belediyesi, Zemin ve temel etüt raporu. Soil Dynamics and Earthquake Engineering,2014, Vol. Galvin P, Romero A, Technical note a MATLAB toolbox for soil-structure ınteractionanalysis with finite and boundary elements. Department of Commerce National Institute of Standards and Technology,2012. NIST GCR 12-917-21, Consultants joint venture soil-structure ınteraction for buildingstructures. Apsel RJ, Luco JE, Impedance functions for foundations embedded in a layered medium:an integral equation approach. Aydınoğlu MN, Yapı-zemin dinamik etkileşiminin genel formülasyonu ve zemine gömülüyapılar için bir altsistem yöntemi. Pais A, Kausel E, Approximate formulas for dynamic stiffnesses of rigid foundations.Dynamics and Earthquake Engineering, 1988, Vol. Mylonakis G, Nikolaou S, Gazetas G, Footings under seismic loading analysis and designissues with emphasis on bridge foundations. IAnalytical aspects, J Geotech Geol-Env Eng, 1999, 125: 26-37. Stewart JP, Seed RB, Fenves GL, Seismic soil-structure interaction in buildings.
![seismosignal matlab seismosignal matlab](https://europepmc.org/articles/PMC6159007/bin/gr11.jpg)
Here is a description of what is in included in the Seismo-signal manual. I am interested in replicating the way Seismo-Signal performs the baseline correction.
#Seismosignal matlab software#
I was using a software called Seismo signal to do some data processing on some sensor data I have collected in a test I have done. Foundation Engineering Handbook, 2nd Edition Chapter15, H-Y Fang ed., Chapman and Hall, New York, 1991. Seismosignal baseline correction using MATLAB. Yazdchi M, Khalili N, Valliappan S, Dynamic soil-structure interaction analysis viacoupled finite-element-boundary-element method. Wolf JP, Song C, Finite-element modeling of unbounded media. Wang S, Schmid G, Dynamic structure-soil-structure interaction by FEM and BEM.Comput Mech, 1992, 9: 347-357. Hirave V, Kalyanshetti M, Seismic response of steel braced building frame considering soilstructure interaction (SSI) an experimental study. Aldaikh H, Alexander NA, Ibraim E, Oddbjomsson O, Two dimensional numerical andexperimental models fort he study of structure-soil-structure interaction involving threebuildings. Hokmabadi AS, Fatahi B, Samali B, Assessment of soil-pile-structure interactioninfluencing seismic response of mid-rise buildings sitting on floating pile foundations.Comput Geotech, 2014, 55: 172-186.
![seismosignal matlab seismosignal matlab](https://media.springernature.com/lw685/springer-static/image/art%3A10.1007%2Fs12517-009-0120-7/MediaObjects/12517_2009_120_Fig12_HTML.gif)
Forcellini D, Seismic assessment of a benchmark based isolated ordinary building with soilstructure interaction. Coleman JL, Bolisetti C, Whittaker AS, Time-domain soil-structure interaction analysis ofnuclear facilities. Torabi H, Rayhani MT, Three dimensional finite element modeling of seismic soilstructure interaction in soft soil. Farghaly AA, Ahmed HH, Contribution of soil-structure interaction to seismic response ofbuildings. SeismoSoft, SeismoSignal 5.1.2., Computer program for earthquake engineering softwaresolutions, 2015.