Experimental and numerical assessment of a steel frame equipped with Dissipative Replaceable Bracing Connections
Author:
Publisher
Elsevier BV
Subject
General Engineering,Energy Engineering and Power Technology
Reference14 articles.
1. A computational framework for fast-time hybrid simulation based on partitioned time integration and state-space modeling;Abbiati;Struct Control Health Monit,2019
2. Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components;Andreotti;ce/papers,2021
3. Development, design and experimental validation of a steel self-centering device (SSCD) for seismic protection of buildings;Braconi;Bulletin of Earthquake Engineering,2012
4. Development of Detachable Replaceable Links for Eccentrically Braced Frames;Bozkurt;Earthquake Engineering & Structural Dynamics,2019
5. Experimental and numerical assessment of EBF structures with shear links;Caprili;Steel Compos. Struct,2018
Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Improving the Seismic Performance of Steel Frames under Mainshock–Aftershock Using Post-Tensioned Connections;Buildings;2023-06-29
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