A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Soil–Structure Interaction Analysis of Tall Steel Chimney Subjected to Wind Load
Chimneys are tall structures having phenomenal sensitivity to wind loads. Generally, computational analysis of tall structures is carried out without considering the effect of soil beneath, which in turn results in incorrect prediction when compared to the real response. This paper presents finite element modelling of a steel chimney on annular foundation subjected to wind load considering soil–structure interaction. The study reiterates the necessity of considering the effect of soil while reckoning the response of tall structures.
Soil–Structure Interaction Analysis of Tall Steel Chimney Subjected to Wind Load
Chimneys are tall structures having phenomenal sensitivity to wind loads. Generally, computational analysis of tall structures is carried out without considering the effect of soil beneath, which in turn results in incorrect prediction when compared to the real response. This paper presents finite element modelling of a steel chimney on annular foundation subjected to wind load considering soil–structure interaction. The study reiterates the necessity of considering the effect of soil while reckoning the response of tall structures.
Soil–Structure Interaction Analysis of Tall Steel Chimney Subjected to Wind Load
Lecture Notes in Civil Engineering
Singh, Rao Martand (editor) / Sudheer, K. P. (editor) / Kurian, Babu (editor) / Mohan, Anjaly (author) / Jose, Binny Lizia (author) / Kuriakose, Bennet (author)
2020-09-22
7 pages
Article/Chapter (Book)
Electronic Resource
English
Chimney , Soil structure interaction , Wind load , Finite element modelling Engineering , Building Construction and Design , Building Materials , Geoengineering, Foundations, Hydraulics , Transportation Technology and Traffic Engineering , Geotechnical Engineering & Applied Earth Sciences , Remote Sensing/Photogrammetry
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