
Proceedings Paper
Seismic response of continuous beam bridge considering the spatial and time effectFormat | Member Price | Non-Member Price |
---|---|---|
$17.00 | $21.00 |
Paper Abstract
If the continuous beam bridge is long enough, it is unwise to evaluate earthquake
response without considering the spatial and time effect. In seismic response design method, the time
history method can be utilized for purpose of spatial and time effect. If the spatial and time effect is
ignored, the result is probably bigger or smaller than the result derived by consistent stimulation. As to
how long the bridge be considered the spatial and time effect, it usually is decided by field site style
and the importance of bridge.
Paper Details
Date Published: 27 April 2011
PDF: 6 pages
Proc. SPIE 7977, Active and Passive Smart Structures and Integrated Systems 2011, 79772F (27 April 2011); doi: 10.1117/12.880265
Published in SPIE Proceedings Vol. 7977:
Active and Passive Smart Structures and Integrated Systems 2011
Mehrdad N. Ghasemi-Nejhad, Editor(s)
PDF: 6 pages
Proc. SPIE 7977, Active and Passive Smart Structures and Integrated Systems 2011, 79772F (27 April 2011); doi: 10.1117/12.880265
Show Author Affiliations
Zeyu Wu, North China Univ. of Water Conservancy and Electric Power (China)
Dongwei Wang, Zhengzhou Univ. (China)
Published in SPIE Proceedings Vol. 7977:
Active and Passive Smart Structures and Integrated Systems 2011
Mehrdad N. Ghasemi-Nejhad, Editor(s)
© SPIE. Terms of Use
