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Elastodynamic Greens functions for orthotropic planestrain continua with inclined axes of symmetry
Institution:1. Department of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, PR China;2. Disaster Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto, Japan;3. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China.;1. Department of Chemistry, Science College, An-Najah National University, P.O. Box 7, Nablus, Palestine;2. Chemistry Department, Faculty of Science, The University of Jordan, Amman11942, Jordan;3. Department of Chemistry, College of Science, King Saud University, P.O. Box 2455, Riyadh11451, Saudi Arabia;4. Laboratory of Materials, Nanotechnology and Environment, Faculty of Sciences, Mohammed V University, Av. IbnBattouta, Box 1014, Agdal-Rabat, Morocco;5. Department of Chemistry, Faculty of Science, Benghazi University, P O Box 1308Benghazi, Libya;6. Department of Chemistry and Earth Sciences, College of Arts and Sciences, Qatar University, P O Box 2713, Doha, Qatar
Abstract:The article reports a methodology to synthesize the response of plane strain orthotropic and transversely isotropic half-spaces and full-spaces with arbitrarily oriented symmetry axes and subjected to concentrated and to distributed loads. Numerical results include the response of a half-space and a full-space to a uniform strip load. The examples presented analyze the influence of coordinate axis rotation and of the continuum anisotropy ratios. Stationary dynamic behavior is assumed throughout the article.
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