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Seismic Retrofit of Non-ductile Reinforced Concrete Frames Using Infill Walls as a Rocking Spine

Mosalam, Khalid M. / Günay, M. Selim

Unreinforced masonry infill walls are prone to early brittle failure and they do not structurally exist after failure. Therefore, they are suitable to be considered in progressive collapse analysis. In this paper, a previously developed infill wall analytical model which considers the interaction between in-plane and out-of-plane responses is implemented into a progressive collapse algorithm. The infill wall model is utilized for investigating the efficacy of a retrofit method which comprises of strengthening the infill walls with mesh reinforcement and a concrete layer taking advantage of the strengthened infill walls as rocking spines.

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Seismic Retrofit of Non-ductile Reinforced Concrete Frames Using Infill Walls as a Rocking Spine

Mosalam, Khalid M. / Günay, M. Selim

Unreinforced masonry infill walls are prone to early brittle failure and they do not structurally exist after failure. Therefore, they are suitable to be considered in progressive collapse analysis. In this paper, a previously developed infill wall analytical model which considers the interaction between in-plane and out-of-plane responses is implemented into a progressive collapse algorithm. The infill wall model is utilized for investigating the efficacy of a retrofit method which comprises of strengthening the infill walls with mesh reinforcement and a concrete layer taking advantage of the strengthened infill walls as rocking spines.

Seismic Retrofit of Non-ductile Reinforced Concrete Frames Using Infill Walls as a Rocking Spine

Mosalam, Khalid M. / Günay, M. Selim

Unreinforced masonry infill walls are prone to early brittle failure and they do not structurally exist after failure. Therefore, they are suitable to be considered in progressive collapse analysis. In this paper, a previously developed infill wall analytical model which considers the interaction between in-plane and out-of-plane responses is implemented into a progressive collapse algorithm. The infill wall model is utilized for investigating the efficacy of a retrofit method which comprises of strengthening the infill walls with mesh reinforcement and a concrete layer taking advantage of the strengthened infill walls as rocking spines.

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Titel:

Seismic Retrofit of Non-ductile Reinforced Concrete Frames Using Infill Walls as a Rocking Spine

Weitere Titelangaben:

Geotechnical,Geological

Beteiligte:

Fardis, Michael N. (Herausgeber:in) / Mosalam, Khalid M. (Autor:in) / Günay, M. Selim (Autor:in)

Erschienen in:

Advances in Performance-Based Earthquake Engineering ; Kapitel: 33 ; 349-357

Geotechnical, Geological and Earthquake Engineering ; 13

Erscheinungsdatum:

12.06.2010

Format / Umfang:

9 pages

ISBN:

978-90-481-8746-1 , 978-90-481-8745-4

ISSN:

DOI:

https://doi.org/10.1007/978-90-481-8746-1_33

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Ground Motion , Reinforce Concrete , Infill Wall , Mesh Reinforcement , Interstory Drift Engineering , Civil Engineering , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Vibration, Dynamical Systems, Control , Earth and Environmental Science

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