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Performance of a Curtainwall in the Magnitude 6.3 Christchurch Earthquake of February 22, 2011
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作者 peter lalas 《Journal of Civil Engineering and Architecture》 2016年第12期1344-1354,共11页
On February 22,2011, Christchurch in New Zealand experienced a magnitude 6.3 earthquake which devastated many of the buildings in the city, especially those made of masonry construction. Janus Facades was asked to ins... On February 22,2011, Christchurch in New Zealand experienced a magnitude 6.3 earthquake which devastated many of the buildings in the city, especially those made of masonry construction. Janus Facades was asked to inspect the facade of a fourteen storey building which had a curtainwall-clad tower and granite and tile cladding on the three storey podium. The unitised curtainwall was not well designed. It did not have adequately sized joints in accordance with industry standards to absorb seismic effects and it was never really weathertight. Most of the damage to the curtainwall was caused by the damaged structure. Damage to the structure and internal fittings was also observed. 展开更多
关键词 Curtainwall. earthquake seismic capability moveable joints.
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