Optimal Procedure for Determining Constitutive Parameters of Giuffrè–Menegotto–Pinto Model for Steel Based on Experimental Results

Author:

Nguyen Van TuORCID,Nguyen Xuan DaiORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference49 articles.

1. AASHTO. (2017). AASHTO LRFD Bridge Design Specifications 8th Edition. In: Washington, DC: American association of state highway and transportation officials.

2. Abaqus. (2014). Abaqus documentation. Retrieved from https://abaqus-docs.mit.edu/2017/English/SIMACAEEXCRefMap/simaexc-c-docproc.htm

3. Aghlara, R., & Tahir, M. M. (2018). A passive metallic damper with replaceable steel bar components for earthquake protection of structures. Engineering Structures, 159, 185–197.

4. AISC. (2017). Specification for structural steel buildings. Chicago, IL: American Institute of Steel Construction.

5. Anderberg, Y. (1988). Modelling steel behaviour. Fire Safety Journal, 13(1), 17–26.

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