Dynamic Response of Frame Structure with Different Stiffness in Two Horizontal Directions under Oblique Seismic Action
2013 ◽
Vol 368-370
◽
pp. 1644-1647
Keyword(s):
The ground motion is multidimensional, random and uncertain in directions when earthquakes occur, so dynamic response under oblique seismic action needs to be considered in the structure design. A frame structure with different stiffness in two horizontal directions was analyzed under seismic action with different input angles. The maximum response of beams and columns was obtained. The seismic mechanism of structures under oblique seismic action was discussed.
2020 ◽
Vol 76
(4)
◽
pp. I_227-I_236
Keyword(s):
2020 ◽
Vol 570
◽
pp. 022049
2013 ◽
Vol 368-370
◽
pp. 1043-1047
Keyword(s):
2017 ◽
Vol 56
(5)
◽
pp. 959-972
◽
Keyword(s):
2004 ◽
Vol 4
(5)
◽
pp. 5-18
Keyword(s):
2022 ◽
2021 ◽