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Experimental study of Reinforced Concrete framed shearwall with friction damping control devices

✍ Scribed by Li, Aiqun ;Ding, Dajun ;Cao, Zhengliang


Publisher
John Wiley and Sons
Year
1996
Tongue
English
Weight
522 KB
Volume
5
Category
Article
ISSN
1062-8002

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✦ Synopsis


In order thoroughly to improve the brittle failure characteristics of conventional lowrise shearwalk, this paper puts forward a new type of ductile lowrise shearwall scheme with friction damping control devices and carries out an experimental study on one piece of conventional framed lowrise shearwall and two pieces of the new type of lowrise shearwall under cyclic reversed loads. Moreover, from the basic assumption, after analysing the edge frame, wall panel and controlling forces, calculation formulae have been derived for the new type of lowrise shearwall. The calculated values given by the formulae show good agreement with the test values.