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Hybrid Simulation of a Wood Shear Wall Frame
Hollow structural sections (HSS) are currently underutilized in seismic applications in structures. To address this, a connection design methodology is derived for both unreinforced and reinforced, fully welded, HSS-to-HSS moment connections. Experimental
Hybrid Simulation of a Wood Shear Wall Frame
Hollow structural sections (HSS) are currently underutilized in seismic applications in structures. To address this, a connection design methodology is derived for both unreinforced and reinforced, fully welded, HSS-to-HSS moment connections. Experimental
Hybrid Simulation of a Wood Shear Wall Frame
Griffith, C. (author) / Shao, X. (author) / van de Lindt, J. (author) / Bahmani, P. (author) / Pang, W. (author) / Ziaei, E. (author) / Dao, T. (author)
Structures Congress 2013 ; 2013 ; Pittsburgh, Pennsylvania, United States
Structures Congress 2013 ; 2421-2432
2013-04-30
Conference paper
Electronic Resource
English
Hybrid Simulation of a Wood Shear Wall Frame
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