DYNAMIC BEHAVIOR OF A HIGH-RISE BUILDING UNDER SEISMIC LOADS FOR DIFFERENT BEARING FRAME TYPES
Journal Title: Civil and Environmental Engineering Reports - Year 2018, Vol 4, Issue 28
Abstract
Paper presents the results of dynamic behavior analysis of a high-rise building under seismic loads as part of the “base-foundation-building” system. Analysis covers different types of reinforced concrete construction with girder frame and non-girder frame. Using modal analysis, paper presents differences in mode shapes and frequencies caused by the presence or absence of girders. Paper also demonstrates variations in the stress-strain state for the vertical bearing structures under the seismic load for different frame types.<br/><br/>
Authors and Affiliations
Volodymyr SAKHAROV, Oleksandr LYTVYN, Vasyl PIDLUTSKYI
Keywords
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- EP ID EP427918
- DOI 10.2478/ceer-2018-0060
- Views 76
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