Performance and failure modes of mass timber buckling-restrained braces under cyclic loading
Author:
Funder
Tokyo Institute of Technology - Ookayama Campus
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference22 articles.
1. State of the art and practice of seismic-resistant hybrid timber structures;Quintana Gallo;Eur J Wood Wood Prod,2021
2. Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers;Li;Eng Struct,2017
3. Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links;Anil;Earthquake Eng Struct Dyn,2018
4. Cyclic elasto-plastic deformation capacity of dog bone timber-steel hybrid connections;Harada;Transactions of AIJ,2020
5. Experimental testing of full-scale glulam frames with buckling restrained braces;Dong;Eng Struct,2020
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1. Seismic collapse performance of high-rise mass timber building with buckling-restrained braced frames;Soil Dynamics and Earthquake Engineering;2024-02
2. Optimal bracing system design for funicular twin arches against out-of-plane buckling;Engineering Structures;2024-02
3. Cyclic Loading Test of Rectangular Tube-Type Buckling-Restrained Braces with Enhancements to Prevent Local Bulging Failure;Applied Sciences;2023-10-02
4. Advancements and Future Prospects of Buckling Restrained Braces for Corrosive-Environments: A Comprehensive Literature Review;Buildings;2023-08-25
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