ORIGINAL ARTICLE
Dynamic Behavior of A High-Rise Building Under Seismic Loads for Different Bearing Frame Types
1
Faculty of Civil Engineering, Architecture and Environmental Engineering, University of Zielona Góra, Zielona Góra, Poland
2
Department of Geotechnics, Kyiv National University of Construction and Architecture, Kyiv, Ukraine
Online publication date: 2019-01-03
Publication date: 2018-12-01
Civil and Environmental Engineering Reports 2018;28(4):180-189
KEYWORDS
bearing framegirder framedynamic responseseismic loadmodal analysisnumerical methodssoil basefoundationhigh-rise building
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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Sakharov, V.O, Application of spectral super elements in the tasks of the dynamics of the system “foundation - foundation - building”: Bulletin of Pridneprovsk State Academy of Civil Engineering and Architecture, 1, PDABA - Dnepr 2015, 37-46 (in Ukrainian).
6.
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| eISSN: | 2450-8594 |
| ISSN: | 2080-5187 |
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