Static response of a multi-span suspension bridge subjected to highway vehicle loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00585-6.pdf
Reference28 articles.
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2. Abdel-Ghaffar, A. M., & Stringfellow, R. G. (1984). “Response of suspension bridges to travelling earthquake excitations: Part IVertical response.”
3. Adanur, S., Günaydin, M., Altunişik, A. C., & Sevim, B. (2012). Construction stage analysis of humber suspension bridge. Applied Mathematical Modelling, 36(11), 5492–5505. https://doi.org/10.1016/j.apm.2012.01.011.
4. Ali, K. (2022). New mathematical formulation of nonlinear unsteady wind loads on long-span bridge decks under nonstationary winds using time-delay neural network. Journal of Structural Engineering., 148, 06022003. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003476.
5. Ali, K., Javed, A., Mustafa, A. E., & Saleem, A. (2022). Blast-loading effects on structural redundancy of long-span suspension bridge using a simplified approach. Practice Periodical on Structural Design and Construction. https://doi.org/10.1061/(asce)sc.1943-5576.0000699.
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