Seismic behavior of precast CFST double-column piers with various connection types

Author:

Zhang Zi-Lin,Li Xian,Zhang Chen-Xin,Sun Yu-Shun

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference38 articles.

1. Hysteretic model and seismic energy response of CFST columns in diagrid structure;Cai;J. Build. Eng.,2023

2. Parameter analysis and design on socket CFST column-cap beam joint with UHPC grouted connection;Zhang;Eng. Struct.,2023

3. Axial behavior of circular CFST encased seawater sea-sand concrete filled PVC/GFRP tube columns;Su;Constr. Build. Mater.,2022

4. Experimental investigation of a new precast column-foundation connection under cyclic loading;Cogurcu;J. Build. Eng.,2022

5. Outdoor test of a prefabricated column-pile cap-pile system under combined vertical and lateral loads;Cheng;J. Bridg. Eng.,2020

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