Impact of Different Style of Tower-Beam-Connection on Cable-Stayed Bridge's Earthquake Response
2014 ◽
Vol 539
◽
pp. 726-730
Keyword(s):
In this thesis, Three structural systems of main towerbeam-consolidation, two tower-beam-consolidation and none-tower-consolidation with the pile-soil-structure interaction are established ,free vibration characteristics and seismic response of three structural systems are investigated, and seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. Studies have shown that in the process of the bridge construction, because of the small span, internal forces were the control action and the displacement is the second.
2014 ◽
Vol 539
◽
pp. 731-735
◽
2021 ◽
Seismic Response of Multistoried Building with Different Foundations Considering Interaction Effects
2018 ◽
Vol 877
◽
pp. 276-281
Keyword(s):
2014 ◽
Vol 6
(2)
◽
pp. 43-61
◽
2013 ◽
Vol 353-356
◽
pp. 1941-1945
Keyword(s):
2013 ◽
Vol 265
◽
pp. 1078-1090
◽