Self-centering technique for existing concrete bridge columns using prestressed iron-based shape memory alloy reinforcement

Author:

Raza SaimORCID,Widmann Robert,Michels Julien,Saiid Saiidi M.,Motavalli Masoud,Shahverdi MoslemORCID

Funder

Innosuisse - Schweizerische Agentur für Innovationsförderung

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference60 articles.

1. Near-Fault Ground Motion Effects on Reinforced Concrete Bridge Columns;Phan;J Struct Eng,2007

2. Residual displacement response spectrum;Kawashima;J Struct Eng,1998

3. Jeong HI, Sakai J, Mahin SA. Shaking table tests and numerical investigation of self-centering reinforced concrete bridge columns. PEER Rep. 2008/06, Berkeley, CA: University of California; 2008.

4. Mohebbi A, Saiidi MS, Itani AM. Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection. J Struct Eng. 2018;144(4):04018021. http://doi.org/10.1061/(ASCE)ST.1943-541X.0001997.

5. Cohagen LS, Pang JBK, Eberhard MO, Stanton JF. A precast concrete bridge bent designed to recenter after an earthquake.Rep. No. WA-RD 684.3, Washington State Transportation Center, Seattle; 2008.

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