Nonuniform earthquake input for arch dam-foundation interaction

Soil Dynamics and Earthquake Engineering

Volumn 18, Issue 7, 1999, Pages 487-493

  Szczesiak, T ^a   Weber, B ^b   Bachmann, H ^b  

^a Passera and Pedretti Consult Eng   (Switzerland)

^b ETH ZURICH   (Switzerland)

Author keywords

Complementary domain method; Soil structure interaction; Wave scattering

Indexed keywords

ARCH DAMS; EARTHQUAKE RESISTANCE; FOUNDATIONS; SCATTERING; STIFFNESS MATRIX; STRUCTURAL ANALYSIS;

COMPLEMENTARY DOMAIN METHOD;

SOIL STRUCTURE INTERACTIONS;

DAM; FOUNDATION; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; WAVE SCATTERING;

EID: 0033607318     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(99)00021-4     Document Type: Article

References (7)

1. Graff K.F. Wave motion in elastic solids. 1975;Clarendon Press, London.
2. Szczesiak T, Weber B, Bachmann H. The complementary domain method: a new procedure in the dynamic soil-structure interaction. In: Balkema AA, editor. Proceedings of the Third European Conference on Structural Dynamics Eurodyn 96. Rotterdam/Brookfield, 1996.
3. Szczesiak T. Die Komplementärmethode: Ein neues Verfahren in der dynamischen Boden-Struktur-Interaktion. Bericht Nr. 224, Institut für Baustatik und Konstruktion, ETH-Zürich, Birkhäuser Verlag Basel 1996.
4. Dasgupta G., Chopra A.K. Dynamic stiffness matrices for viscoelastic half-planes. Journal of the Engineering Mechanics Division, ASCE. 105:(EM5):1979.
5. Wolf J.P. Dynamic soil-structure interaction. 1985;Prentice-Hall, Englewood Cliffs, NJ.
6. Wong H.L., Trifunac M.D. Scattering of plane SH waves by a semi-elliptical canyon. Earthquake Engineering and Structural Dynamics. 3:1974;157-169.
7. Szczesiak T, Galli M. SwingMaker - wave scattering online. http://www.ibk.baum.ethz.ch/research/Ba/BaDams3D/SwingMaker/SwingMakerLE.cgi.