Dynamic Behavior of A High-Rise Building Under Seismic Loads for Different Bearing Frame Types
| Author(s): |
Volodymyr Sakharov
(Faculty of Civil Engineering, Architecture and Environmental Engineering , University of Zielona Góra , Zielona Góra , Poland)
Oleksandr Lytvyn (Department of Geotechnics , Kyiv National University of Construction and Architecture , Kyiv , Ukraine) Vasyl Pidlutskyi (Department of Geotechnics , Kyiv National University of Construction and Architecture , Kyiv , Ukraine) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, December 2018, n. 4, v. 28 |
| Page(s): | 180-189 |
| DOI: | 10.2478/ceer-2018-0060 |
| 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. |
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10705218 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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