State-of-the-art review: Reduction factor of traditional steel moment resisting, braced or eccentrically braced systems

Author:

Hassan Maha M.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference226 articles.

1. Height effect on response modification factor of open chevron eccentrically braced frames;Abdollahzadeh;Iran. J. Energy Environ.,2012

2. Anagnostopoulous SA, Nikolaou DA. (1992), “Behavior versus ductility factors in earthquake resistant design”, InProceedings of the 10th World Conference on Earthquake Engineering, 7, 3727-3732.

3. Seismic vulnerability assessment of modular steel buildings;Annan;J. Earthq. Eng.,2009

4. Advantages and limitations of adaptive and non-adaptive force-based pushover procedures;Antoniou;J. Earthq. Eng.,2004

5. Prediction of force reduction factor (R) of prefabricated industrial buildings using neural networks;Arslan;Struct. Eng. Mech.,2007

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