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New Developments of the Boundary Element Method for Underground Constructions

  • Published:2012-12 Issue:6 Volume:12 Page:665-675
  • ISSN:1532-3641
  • Container-title:International Journal of Geomechanics
  • language:en
  • Short-container-title:Int. J. Geomech.

Author:

Duenser Christian1,Thoeni Klaus2,Riederer Katharina2,Lindner Bernhard2,Beer Gernot3

Affiliation:

1. Staff Scientist, Institute for Structural Analysis, Graz Univ. of Technology, Lessingstraße 25/II, A-8010 Graz, Austria (corresponding author).

2. Research Assistant, Institute for Structural Analysis, Graz Univ. of Technology, Lessingstraße 25/II, A-8010 Graz, Austria.

3. Professor, Institute for Structural Analysis, Graz Univ. of Technology, Lessingstraße 25/II, A-8010 Graz, Austria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference19 articles.

1. BEFE++ [Computer software]. Graz Austria Institute for Structural Analysis Graz Univ. of Technology.

2. Implicit BEM formulations for usual and sensitivity problems in elasto-plasticity using the consistent tangent operator concept

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