Abstract
This paper presents a structural analysis scheme for multistory buildings. In this analysis the boundary element method (BEM) is used to derive the stiffness. Such a matrix is coupled with the vertical skeletal elements using the traditional assembly procedures. Nodal displacements and end-forces are then computed, hence, post-processing is done for frame and floor elements. The results are compared against results of traditional finite element analysis.
Original language | English (US) |
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Pages | 3948-3974 |
Number of pages | 27 |
State | Published - 2013 |
Event | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2013 - Kos Island, Greece Duration: Jun 12 2013 → Jun 14 2013 |
Conference
Conference | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2013 |
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Country/Territory | Greece |
City | Kos Island |
Period | 6/12/13 → 6/14/13 |
Keywords
- Boundary element method
- Lateral analysis
- Matrix analysis
- Multi-storey building
ASJC Scopus subject areas
- Computational Theory and Mathematics
- Civil and Structural Engineering