Experimental and numerical study on the performance of a novel self-centering beam-column connection equipped with friction dampers
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference25 articles.
1. Posttensioned seismic-resistant connections for steel frames;Ricles;J. Struct. Eng.,2001
2. Seismic performance of post-tensioned steel moment resisting frames with friction devices;Rojas;J. Struct. Eng.,2005
3. Cyclic behavior of a prefabricated self-centering beam–column connection with a bolted web friction device;Zhang;Eng. Struct.,2016
4. Seismic performance of beam–column joints with SMA tendons strengthened by steel angles;Wang;J. Constr. Steel Res.,2015
5. Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins;Farmani;J. Constr. Steel Res.,2017
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