Hysteretic Mechanical Behaviour of an Eccentrically Loaded Partially-Concrete-Filled Steel Tubular Bridge Pier under Out-of-Plane Horizontal Cyclic Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-0680-3.pdf
Reference37 articles.
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2. Baltay P, Gjelsvik A (1990) Coefficient of friction for steel on concrete at high normal stress. Journal of Materials in Civil Engineering 2(1):46–49, DOI: https://doi.org/10.1061/(ASCE)0899-1561(1990)2:1(46)
3. Bayat M, Ahmadi HR, Mahdavi N (2019) Application of power spectral density function for damage diagnosis of bridge piers. Structural Engineering and Mechanics 71(1):57–63, DOI: https://doi.org/10.12989/sem.2019.71.1.057
4. Chen WF, Duan L (2014) Bridge engineering handbook (second edition) - Seismic design. CRC Press Taylor & Francis Group, Boca Raton, FL, USA
5. Gao SB, Usami T, Ge HB (2000a) Eccentrically loaded steel columns under cyclic in-plane loading. Journal of Structural Engineering 126(8):964–973, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(964)
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