Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets

Teng Tong; Haipeng Lei; Siqi Yuan; Zhao Liu

doi:10.1016/j.engstruct.2019.110132

journal article Mar 01, 2020

Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets

Teng Tong

Haipeng Lei Siqi Yuan Zhao Liu

Engineering Structures Vol. 206 pp. 110132 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2019.110132

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References

Details

Published: Mar 01, 2020
Vol/Issue: 206
Pages: 110132
License: View

Authors

T

Teng Tong

School of Civil Engineering, Southeast University, Nanjing, 210096, China

Funding

National Natural Science Foundation of China

Cite This Article

Teng Tong, Haipeng Lei, Siqi Yuan, et al. (2020). Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets. Engineering Structures, 206, 110132. https://doi.org/10.1016/j.engstruct.2019.110132

Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets

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