Open Access
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
Article Number 02026
Number of page(s) 5
Section Structural Engineering Monitoring, Control, Repair and Reinforcement
Published online 26 October 2020
  1. WANG R, DONGBING J I, YAN X U, et al. Nonlinear seismic demand analysis of concrete cable-stayed bridge tower using incremental dynamic analysis[J]. Earthquake engineering & engineering dynamics, 34(S1), 500-504(2014) [Google Scholar]
  2. ZHOU C D, CHEN J, ZENG X L, et al. Seismic vulnerability analysis of reinforced concrete circular hollow high pier[J]. Journal of railway engineering society, 31 (11), 65-71, (2014) [Google Scholar]
  3. ZHANG S X. Seismic vulnerability analysis for bridge structures with high piers[D]. Chengdu: Southwest Jiaotong University, (2014) [Google Scholar]
  4. FAN L C, ZHUO W D. Ductility seismic design of bridge[M]. Beijing: China Communications Press, (2011). [Google Scholar]
  5. HWANG H, LIU J B. Seismic fragility analysis of reinforced concrete bridges[J]. China civil engineering journal, 37(6) ,47 -51(2004) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.