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Academic literature on the topic 'Impuls-Response-Analyse'
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Journal articles on the topic "Impuls-Response-Analyse"
Hadiwiyono, Hadiwiyono, Muhammad Firdaus, and Lukytawati Anggraeni. "IDENTIFIKASI BANJIR IMPOR KENTANG DAN DAMPAKNYA TERHADAP HARGA DOMESTIK KENTANG DI INDONESIA." JURNAL EKONOMI DAN KEBIJAKAN PEMBANGUNAN 2, no. 2 (February 4, 2018): 156–75. http://dx.doi.org/10.29244/jekp.2.2.156-175.
Full textHadiwiyono, Hadiwiyono, Muhammad Firdaus, and Lukytawati Anggraeni. "IDENTIFIKASI BANJIR IMPOR KENTANG DAN DAMPAKNYA TERHADAP HARGA DOMESTIK KENTANG DI INDONESIA." JURNAL EKONOMI DAN KEBIJAKAN PEMBANGUNAN 2, no. 2 (February 4, 2018): 156–75. http://dx.doi.org/10.29244/jekp.2.2.2013.156-175.
Full textDissertations / Theses on the topic "Impuls-Response-Analyse"
Teitge, Jonas, and Andreas Nastansky. "Interdependenzen in den Renditen DAX-notierter Unternehmen nach Branchen." Universität Potsdam, 2011. http://opus.kobv.de/ubp/volltexte/2011/5208/.
Full textBurda, Maike M. "Testing for causality with Wald tests under nonregular conditions." Doctoral thesis, [S.l.] : [s.n.], 2001. http://deposit.ddb.de/cgi-bin/dokserv?idn=968852432.
Full textJakel, Roland. "Lineare und nichtlineare Analyse hochdynamischer Einschlagvorgänge mit Creo Simulate und Abaqus/Explicit." Universitätsbibliothek Chemnitz, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-171812.
Full textThe presentation describes how to analyze the impact of an idealized fragment into a stell protective panel with different dynamic analysis methods. Two different commercial Finite Element codes are used for this: a.) Creo Simulate: This code uses the method of modal superposition for analyzing the dynamic response of linear dynamic systems. Therefore, only modal damping and no contact can be used. The unknown force-vs.-time curve of the impact event cannot be computed, but must be assumed and applied as external force to the steel protective panel. As more dynamic the impact, as sooner the range of validity of the underlying linear model is left. b.) Abaqus/Explicit: This code uses a direct integration method for an incremental (step by step) solution of the underlying differential equation, which does not need a tangential stiffness matrix. In this way, matieral nonlinearities as well as contact can be obtained as one result of the FEM analysis. Even for extremely high-dynamic impacts, good results can be obtained. But, the nonlinear elasto-plastic material behavior with damage initiation and damage evolution must be characterized with a lot of effort. The principal difficulties of the material characterization are described