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Effects of longitudinal road waviness on vehicle vibration response
Názov Effects of longitudinal road waviness on vehicle vibration response Autor Kropáč Oldřich Spoluautori Múčka Peter 1971- SAVMAMES - Ústav materiálov a mechaniky strojov SAV SCOPUS RID ORCID Zdroj.dok. Vehicle System Dynamics. vol. 47, No.2, February (2009), p.135-153 Jazyk dok. eng - angličtina Krajina GB - Veľká Británia Druh dok. rozpis článkov z periodík (rbx) Ohlasy RAUH, Jochen. OpenCRG – the new open standard to represent high precision 3D road data in vehicle simulation tasks on rough roads for handling, ride com-fort, and durability load analyses. In: Proc. 21th Int. Symp. Dynamics of Vehicles on Roads and Tracks IAVSD’09, Stockholm, Sweden, 17 -21 August 2009, Eds. M. Berg, A. Stensson Trigell, Stockholm: KTH 2009, Paper No. 03, 12 p. OLIVA QUECEDO J. - ANTOLÍN SÁNCHEZ, P. - GOICOLEA, J. M. - ASTIZ, M. Á. Dynamic analysis of road vehicle-bridge systems under turbulent wind by means of Finite Element Models. 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Cramer-Rao Bounds for Road Profile Estimation. In 2017 IEEE 3RD COLOMBIAN CONFERENCE ON AUTOMATIC CONTROL (CCAC), 2017, vol., no., pp. PAWAR, Prashant R. - MATHEW, Arun Tom - SARAF, M. R. IRI (International Roughness Index): An Indicator Of Vehicle Response. In MATERIALS TODAY-PROCEEDINGS. ISSN 2214-7853, 2018, vol. 5, no. 5, pp. 11738-11750. LI, Jie - ZHANG, Zhenwei - GAO, Xiong - WANG, Peide - LI, Jiantong. Relation between power spectral density of road roughness and international roughness index and its application. In INTERNATIONAL JOURNAL OF VEHICLE DESIGN. ISSN 0143-3369, 2018, vol. 77, no. 4, pp. 247-271. LOPRENCIPE, Giuseppe - ZOCCALI, Pablo - CANTISANI, Giuseppe. Effects of Vehicular Speed on the Assessment of Pavement Road Roughness. In APPLIED SCIENCES-BASEL, 2019, vol. 9, no. 9, pp. QIN, Yechen - WANG, Zhenfeng - XIANG, Changle - HASHEMI, Ehsan - KHAJEPOUR, Amir - HUANG, Yanjun. 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rok CC IF IF Q (best) JCR Av Jour IF Perc SJR SJR Q (best) CiteScore A rok vydania rok metriky IF IF Q (best) SJR SJR Q (best) 2009 2008 0.724 Q3 0.774 Q1
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