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Hybrid Simulation of a Wood Shear Wall Frame

Griffith, C. / Shao, X. / van de Lindt, J. / Bahmani, P. / Pang, W. / Ziaei, E. / Dao, T.

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

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Hybrid Simulation of a Wood Shear Wall Frame

Griffith, C. / Shao, X. / van de Lindt, J. / Bahmani, P. / Pang, W. / Ziaei, E. / Dao, T.

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. / Shao, X. / van de Lindt, J. / Bahmani, P. / Pang, W. / Ziaei, E. / Dao, T.

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

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Titel:

Hybrid Simulation of a Wood Shear Wall Frame

Beteiligte:

Griffith, C. (Autor:in) / Shao, X. (Autor:in) / van de Lindt, J. (Autor:in) / Bahmani, P. (Autor:in) / Pang, W. (Autor:in) / Ziaei, E. (Autor:in) / Dao, T. (Autor:in)

Kongress:

Structures Congress 2013 ; 2013 ; Pittsburgh, Pennsylvania, United States

Erschienen in:

Structures Congress 2013 ; 2421-2432

Erscheinungsdatum:

30.04.2013

ISBN:

DOI:

https://doi.org/10.1061/9780784412848.211

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Hollow sections , Structural engineering , Seismic effects , Blasting , Bridges , Sustainable development , Rehabilitation , Simulation , Buildings , Hybrid methods

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