Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening

Author:

Wu Dianqi,Ding Yang,Su Junsheng,Li Zhong-Xian

Funder

National Natural Science Foundation of China

Open Funding of Key Laboratory of Roads and Railway Engineering Safety Control

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference51 articles.

1. Al-Madani MK, Al-Osta MA, Ahmad S, Khalid HR, Al-Huri M (2022) Interfacial bond behavior between ultra high performance concrete and normal concrete substrates. Constr Build Mater 320:126229

2. Applied Technology Council (ATC) (1997) Seismic design criteria for bridges and other highway structures: Current and future. ATC-18. Redwood City, CA

3. Berry MP, Lehman DE, Lowes LN (2008) Lumped-plasticity models for performance simulation of bridge columns. ACI Struct J 105(3):270–279

4. Caltrans (SDC) (2013) Seismic design criteria, Version 1.7, April 2013

5. Chang SY, Li YF, Loh CH (2004) Experimental study of seismic behaviors of as-built and carbon fiber reinforced plastics strengthening reinforced concrete bridge columns. J Bridg Eng 9(4):391–402

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