Seismic performance of Reinforced Concrete Frame with Masonry Infill buildings in the 2010/2011 Canterbury, New Zealand earthquakes

Author:

Fikri RijalulORCID,Dizhur Dmytro,Walsh Kevin,Ingham Jason

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Beattie G, Megget L, Andrews A (2008) The historic development of earthquake engineering in New Zealand. In: Proceeding of the 14th world conference on earthquake engineering, October 12–17, Beijing, China

2. Bradley B, Cubrinovski M (2011) Near-source strong ground motions observed in the 22 February 2011 Christchurch earthquake. Bull N Z Soc Earthq Eng 44:181–194

3. Bradley BA, Hughes M (2012) Conditional peak ground accelerations in the Canterbury earthquakes for conventional liquefaction assessment. Technical Report for the Ministry of Business, Innovation and Employment, New Zealand

4. Cubrinovski M, Bradley B, Wotherspoon L, Green R, Bray J, Wood C, Pender M, Allen J, Bradshaw A, Rix G (2011) Geotechnical aspects of the 22 February 2011 Christchurch earthquake. Bull N Z Soc Earthq Eng 44:205–226

5. Del Gaudio C, De Martino G, Di Ludovico M, Manfredi G, Prota A, Ricci P, Verderame GM (2016a) Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake. Bull Earthq Eng 15:1425–1450

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