Wei, H; Minggang, H and Qun, H (1999) Quasi-static testing of composite masonry construction. Building Research & Information, 27(2), pp. 120-123. ISSN 0961-3218
Abstract
This paper introduces research into the effects of earthquakes on composite masonry and concrete buildings in China. The quasistatic test is used on a nine-storey composite masonry quarter-scale model. The structure is analysed under loads to assess structural ductility, power absorption ratio, damping, etc. Testing indicates important conclusions for architects and policy makers. Bending effects induced by earthquakes can be minimized and controlled by the design of the building's depth to width ratio. Composite masonry construction can be an appropriate technology for buildings of less than nine storeys in China's earthquake regions.
Item Type: | Article |
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Uncontrolled Keywords: | China; composite masonry; earthquake resistance; quasi-static testing |
Date Deposited: | 11 Apr 2025 14:06 |
Last Modified: | 11 Apr 2025 14:06 |