Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake ; Earthquake Engineering & Structural Dynamics: Fid-Bau Portal

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Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake ; Earthquake Engineering & Structural Dynamics

Jünemann, R. / de la Llera, J. C. / Hube, M. A. / Vasquez, J. / Chacon, M. F.

Reinforced concrete shear wall buildings have shown, in statistical terms, an adequate performance in past seismic events. However, a specific damage pattern was observed in 2010 Chile earthquake in some shear walls located in the lower building stories, ; FONDAP ; FONDAP

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Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake ; Earthquake Engineering & Structural Dynamics

Jünemann, R. / de la Llera, J. C. / Hube, M. A. / Vasquez, J. / Chacon, M. F.

Reinforced concrete shear wall buildings have shown, in statistical terms, an adequate performance in past seismic events. However, a specific damage pattern was observed in 2010 Chile earthquake in some shear walls located in the lower building stories, ; FONDAP ; FONDAP

Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake ; Earthquake Engineering & Structural Dynamics

Jünemann, R. / de la Llera, J. C. / Hube, M. A. / Vasquez, J. / Chacon, M. F.

Reinforced concrete shear wall buildings have shown, in statistical terms, an adequate performance in past seismic events. However, a specific damage pattern was observed in 2010 Chile earthquake in some shear walls located in the lower building stories, ; FONDAP ; FONDAP

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Titel:

Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake ; Earthquake Engineering & Structural Dynamics

Beteiligte:

Jünemann, R. (Autor:in) / de la Llera, J. C. (Autor:in) / Hube, M. A. (Autor:in) / Vasquez, J. (Autor:in) / Chacon, M. F. (Autor:in)

Erscheinungsdatum:

11.03.2020

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Klassifikation:

DDC: 500

Lizenzbestimmungen:

http://creativecommons.org/licenses/by-nc-nd/3.0/cl/

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