Pius Obernhuber
- (2013): Spezifische Ausbildung als wesentlicher Beitrag für den sicheren Talsperrenbetrieb. Dans: Wasserwirtschaft, v. 103, n. 5 (mai 2013).
- (1982): Free-field response from inclined SV- and P-waves and Rayleigh-waves. Dans: Earthquake Engineering and Structural Dynamics, v. 10, n. 6 (novembre 1982).
- (1982): Free-field response from inclined SH-waves and love-waves. Dans: Earthquake Engineering and Structural Dynamics, v. 10, n. 6 (novembre 1982).
- (1983): In-plane free-field response of actual sites. Dans: Earthquake Engineering and Structural Dynamics, v. 11, n. 1 (janvier 1983).
- (1983): Response of a nuclear power plant on aseismic bearings to horizontally propagating waves. Dans: Earthquake Engineering and Structural Dynamics, v. 11, n. 4 (juillet 1983).
- (1985): Non-linear soil-structure-interaction analysis using dynamic stiffness or flexibility of soil in the time domain. Dans: Earthquake Engineering and Structural Dynamics, v. 13, n. 2 (mars 1985).
- (1985): Non-linear soil-structure-interaction analysis using green's function of soil in the time domain. Dans: Earthquake Engineering and Structural Dynamics, v. 13, n. 2 (mars 1985).
- (2010): Analysis of arch dam deformations. Dans: Frontiers of Architecture and Civil Engineering in China, v. 4, n. 1 (janvier 2010).
- (2012): The great significance of dam safety in Austria / Der hohe Stellenwert der Talsperrensicherheit in Österreich. Dans: Geomechanics and Tunnelling, v. 5, n. 5 ( 2012).
- (2012): The base area of Zillergründl Dam / Der Aufstandsbereich der Sperre Zillergründl. Dans: Geomechanics and Tunnelling, v. 5, n. 5 ( 2012).
- (2007): Der Aufstandsbereich von Betonsperren. Dans: Felsbau, v. 25, n. 5 ( 2007).
Structurae coopère avec
