Study of the Seismic Response on the Infill Masonry Walls of a 15-Storey Reinforced Concrete Structure in Nepal

Study of the Seismic Response on the Infill Masonry Walls of a 15-Storey Reinforced Concrete Structure in Nepal

Following the strong earthquake on April 25, 2015 in Nepal, a team from the University of Porto, in collaboration with other international institutions, made a field study on some of the most affected areas in the capital region of Kathmandu. One of the tasks was the study of a high-rise settle of b...

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Xehetasun bibliografikoak
Egile Nagusiak:	André Furtado, Nelson Vila-Pouca, Humberto Varum, António Arêde
Formatua:	Artikulua
Hizkuntza:	English
Argitaratua:	MDPI AG 2019-02-01
Saila:	Buildings
Gaiak:	Nepal earthquake high-rise reinforced concrete structure masonry infill walls ambient vibration test survey damage assessment numerical modelling
Sarrera elektronikoa:	https://www.mdpi.com/2075-5309/9/2/39

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