Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions

Author:

Jia Junfeng,Zhang Kaidi,Wu Suiwen,Guo Yang,Du Xiuli,Wang Xu

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Beijing Natural Science Foundation

Beijing Nova Program

Importation and Development of High-Caliber Talents Project of Beijing Municipal Institutions

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference65 articles.

1. Culmo Michael P. Accelerated bridge construction-experience in design, fabrication and erection of prefabricated bridge elements and systems, Technical report No. FHWA-HIF-12-013; 2011.

2. Seismic evaluation of precast bridge columns with built-in elastomeric pads;Jia;Soil Dyn Earthq Eng,2020

3. NIED and NEES Consortium. Report of the Seventh joint planning meeting of NEES/E-defense collaborative research on earthquake engineering. Report No. PEER 2010/109, Berkeley, CA: Univ. of California at Berkeley; 2010.

4. New structural system for earthquake resilient design;Lu;J Earthquake Tsunami,2013

5. A framework to quantitatively assess and enhance the seismic resilience of communities;Bruneau;Earthquake Spectra,2003

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