Earthquake analysis of twelve-storey building. Built on three types of soil with effect of soil structure interaction

      Аннотация: The consideration interaction between structure, foundation and soil under the foundation for analysis and design of the structure change the actual behavior of the structure than earn from the consideration of the structure only. Soil-structure-interaction has been a major topic in researches of structural and earthquake designer engineering since it is closely related to the safety evaluation of many important super structure engineering projects. The main objectives of this research are to investigate the influence, effect and behavior for interaction between structure and soil that build on it during earthquake exciting, and deal for new phenomena of design include soil-structure-interaction and compare with conventional design (fix bass design) by (i) determine displacement, (ii) drift between storey floor, (iii) maximum shear force, (iv) maximum bending moment, (v) maximum torsion and spectral velocity for fix base design theory and soil-structure-interaction consideration for different type of soil.

Ключевые слова: earthquake, Soil Structure Interaction, SAP2000, shear wave velocity