Experimental Characteristics of Dry Stack Masonry under Compression and Shear Loading.

Lin, Kun; Totoev, Yuri Zarevich; Liu, Hongjun; Wei, Chunli

Lin, Kun; Totoev, Yuri Zarevich; Liu, Hongjun; Wei, Chunli.

Afiliación

Lin K; Shenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China. linkun.hit@gmail.com.
Totoev YZ; Centre for Infrastructure Performance and Reliability, The University of Newcastle, University Drive, Callaghan, NSW 2308, Australia. Yuri.Totoev@newcastle.edu.au.
Liu H; Shenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China. liuhongjun@hit.edu.cn.
Wei C; Bridge and Tunnel Division, Parsons Corporation, New York, NY 10005, USA. chunli.wei@parsons.com.

Materials (Basel) ; 8(12): 8731-8744, 2015 Dec 12.

Article en En | MEDLINE | ID: mdl-28793741

Palabras clave

Mohr-Coulomb criterion; dry stack masonry; experiment; shear-compression behavior; uniaxial compression behavior

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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Materials (Basel) Año: 2015 Tipo del documento: Article País de afiliación: China Pais de publicación: Suiza

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