Determination of piers shear capacity using numerical analysis and machine learning for generalization to masonry large scale walls

Author:

Li Hongbo,Li Jing,Farhangi VisarORCID

Publisher

Elsevier BV

Subject

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

Reference65 articles.

1. Demirel, I.O. A nonlinear equivalent frame model for displacement based analysis of unreinforced brick masonry buildings. 2010. Middle East Technical University.

2. NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings (FEMA Publication 274);Council,1997

3. Franklin, S., J. Lynch, and D.P. Abrams, Performance of rehabilitated URM shear walls: Flexural behavior of piers. Mid-America Earthquake Center CD Release 03-03, 2003.

4. Eurocode 6—Design of masonry structures—;Standard;British Standard Institution London,2005

5. Equivalent frame modelling of masonry walls based on plasticity and damage;Sangirardi;International Journal of Architectural Heritage,2019

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