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Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake ; Bulleting of Earthquake Engineering
About 2 % of reinforced concrete (RC) buildings taller than nine stories suffered important structural damage during 2010 Chile earthquake. The typical structural configuration of residential buildings is characterized by a large number of RC structural w ; FONDAP ; FONDAP
Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake ; Bulleting of Earthquake Engineering
About 2 % of reinforced concrete (RC) buildings taller than nine stories suffered important structural damage during 2010 Chile earthquake. The typical structural configuration of residential buildings is characterized by a large number of RC structural w ; FONDAP ; FONDAP
Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake ; Bulleting of Earthquake Engineering
Alarcón C. (Autor:in) / Hube M.A. (Autor:in) / Jünemann R. (Autor:in) / de la Llera J. C. (Autor:in)
11.03.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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|Performance of reinforced concrete buildings during the 27 February 2010 Maule (Chile) earthquake
British Library Online Contents | 2013
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