Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62888-7_36
Reference18 articles.
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2. Ioan A et al (2016) Experimental validation of re-centering capability of eccentrically braced frames with removable links. Eng Struct 113:335–346, ISSN 0141-0296. https://doi.org/10.1016/j.engstruct.2016.01.038
3. Mansour N, Christopoulos C, Tremblay R (2011) Experimental validation of replaceable shear links for eccentrically braced steel frames. J Struct Eng 137:1141–1152. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000350
4. Ashikov A, Clifton G, Belev B (2017) Experimental study on eccentrically braced frames with a new type of bolted replaceable active link. In: 6th national conference on earthquake engineering and 2nd national conference on earthquake engineering and seismology
5. Bozkurt M, Kazemzadeh Azad S, Topkaya C (2019) Development of detachable replaceable links for eccentrically braced frames. Earthq Eng Struct Dyn 48:1134–1155. https://doi.org/10.1002/eqe.3181
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