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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Janusz Rębielak
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DOI:10.17265/2159-5291/2015.04.003
Tadeusz Kościuszko Cracow University of Technology, ul. Warszawska 24, 31-155 Kraków, Poland.
The paper presents general description of combined structural system and initial analysis of an innovative system proposed as the main support structure for tall or heavy loaded buildings located on subsoil of very small load-carrying ability or in earthquake areas. Moreover there is presented also an innovative two-stage method of the approximate calculation of the statically indeterminate trusses. Both are invented by the author by application of the principles of the superposition method.
Principle of superposition, foundation structure, tall building structure, static indeterminate truss, computational method.
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