a composite masonry wall building has been calculated by means of the dynamic elastic-plastic time history analysis method under the vertical earthquake and horizontal earthquake excitation simultaneously. The results of the study show that the maximum inter storey displacement moves from first storey to mid-height of the building and the value of it is increased compared with the results considering horizontal earthquake excitation only.
OscarA Lopes,gravity load and vertical ground motion effecton earthquake response of simple yielding systems[J].Journal ofEngineeringMechanicsDivi-sion,EM4ASCE,1979,(2):19-32.
DuLixiu.Summary on the elastic-plastic seismic responsibility references about reinforced concrete building[J].World earthquake engineering,1990(4):1-7.
ZhaoXian.High-rise buildings was analyzed by use of time history dynamics method under the vertical earthquakeexcitation[J].Journal of building structures,1994(3):2-10.
LiuJi,HeLiming,YuShihe.The study on the building structures acted on vertical earthquake excitation[J].JournalofHarbing civil engineering college,1990(4):1-4.
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