Rotational performance of frictional glulam beam-to-column connections with shape memory alloy strips
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference35 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. Experimental study of a self-centering prestressed concrete frame subassembly;Song;Eng. Struct.,2015
4. Large-scale testing of a replaceable “fuse” steel coupling beam;Fortney;J. Struct. Eng.,2007
5. Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins;Dimopoulos;Bull. Earthq. Eng.,2013
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