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Case Study 30 Years of Vibration Protection for the Philharmonic Hall Gasteig, Munich (DE) DE
Case Study Long-term protection against structure-borne noise in the center of Grenoble DE
Getzner-Elastische-Lagerung-von-Gebäuden-zum-Schutz-vor-Einwirkungen-aus-Schienenverkehr-2014
Getzner-Stossstellendaemmung-elastische-Zwischenschichten-Hendrik-Reichelt-Akustik-Brand-2013
Bauingenieur-11-2017-Tragverhalten-von-verschraubten-Brettsperrholz-Wand-Deckenstößen-mit-und-ohne-elastische-Zwischenlagen
ETR_Einfluss der Kontaktfläche auf den Querverschiebewiderstand_Gabl_Rüger_Loy_Pospischil_2020_DE
Der Eisenbahn Ingenieur_Measurement of a mass-spring system after 30 years of operation_Egger_Heim_2017_DE
Eurail_EI_Isolierstöße – Vom Verschleißverhalten zu Optimierungspotenzialen_Fellinger_Vonbun_2020_DE
2021 ZEV Renovation of Superstructure and Field Measurements on Switzerland’s Highest Railway Bridge Quirchmair Werner Burgherr Loy DE
2022 ZEV Elasticity in next-generation turnouts_Loy_Quirchmair_Sehner_Kessler_Augustin_DE
2022 Eisenbahningenieur_Railway Noise – Acoustically Optimized Turnout Frogs In The First Attempt_Quirchmair_Titze_Ossberger_Loy_DE
2023 ZEV Sensor Sleeper Technology_View between the sleeper and the ballast_Sehner_Augustin_Quirhmair_Loy DE
2024 ETR Next-generation maintenance-optimised turnouts - improved quality and reduced operating costs at the same time_Oßberger_Sehner_Loy DE
2024 ZEVrail Proof of the Long-term Effect of a Mass-spring System in Grenoble_Heim_Beaumont_Rouyre_Loy DE