Quasi-static Cyclic Tests and Paramatric Analysis on the Seismic Performance of Partial Precast Bridge Columns

Author:

Zhu ZhaoORCID,Li YuanORCID,Ma Chao

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference23 articles.

1. AASHTO (2015) AASHTO guide specifications for LRFD seismic bridge design with 2012, 2014 and 2015 interim revisions

2. AASHTO (2020) Load and Resistance Factor Design (LRFD) bridge design specifications

3. Bao LS, Zhang YB, Sang ZW, Yu L (2018) Quasi-static and numerical analysis for seismic performance of fabricated assemble bridge piers base on bellows connection. China, Journal of Highway and Transport 31(12):243–249, DOI: 1001-7372-(2018)12-0242-08

4. Fan JJ, Feng DC, Wu G, Hou ST, Lu Y (2020) Experimental study of prefabricated RC column-foundation assemblies with two different connection methods and using large-diameter reinforcing bars. Engineering Structures 205:110075, DOI: https://doi.org/10.1016/j.engstruct.2019.110075

5. Hung HH, Sung YC, Lin KC, Jiang CR, Chang KC (2017) Experimental study and numerical simulation of precast segmental bridge columns with semi-rigid connections. Engineering Structures 136:12–25, DOI: https://doi.org/10.1016/j.engstruct.2017.01.012

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