Nonlinear FE analysis of precast RC pinned beam-to-column connections under monotonic and cyclic shear loading

Author:

Kremmyda Georgia D.,Fahjan Yasin M.,Tsoukantas Spyros G.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. ABAQUS/Standard (2011) Theory manual version 6.11-3. Dassault Systèmes

2. Biondini F, Toniolo G (2004) Validation of seismic design criteria for concrete frames based on Monte Carlo simulation and full scale pseudodynamic tests. In: Proceedings of the ECEE 13th world conference. Vancouver, Canada

3. Bolognini D, Borzi B, Pinho R (2008) Simplified pushover-based vulnerability analysis of traditional Italian RC precast structure. In: Proceedings of the 14th world conference on earthquake engineering. Beijing, China

4. Carydis P, Psycharis I, Mouzakis H (2007) PRECAST EC8: seismic behaviour of precast concrete structures with respect to Eurocode 8. Final Report of the contribution of LEE/NTUA. FP5 Project No G6RD-CT-2002-00857.

5. Chang G, Mander J (1994) Seismic energy based fatigue damage analysis of bridge columns: part I—evaluation of seismic capacity. NCEER Technical Report No NCEER-94-0006, State University of New York, Buffalo, NY

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