Two-Dimensional Capacity Spectrum Method and Seismic Damage Assessment for RC Structures
2011 ◽
Vol 243-249
◽
pp. 79-88
Keyword(s):
The force-deformation curve of a reinforced concrete structure in push-over analysis is used to compute the corresponding damage index. A simplified and practical method is established for seismic damage assessment in combination with capacity spectrum method. The two-dimensional capacity spectrum method and the combination of the damage in two directions are discussed. A numerical example using single and double horizontal capacity method and time history analysis demonstrate that the response and damage of structure can be computed accurately in the two-dimensional capacity method. The common trend of structural torsional response can also be reflected. The results show the two-dimensional capacity method is valid and simple.
2005 ◽
Vol 9
(3)
◽
pp. 1-8
◽
2013 ◽
Vol 2013
◽
pp. 1-11
◽
2014 ◽
Vol 14
(02)
◽
pp. 1350062
◽
2010 ◽
Vol 163-167
◽
pp. 1063-1067
2008 ◽
Vol 28
(10-11)
◽
pp. 851-865
◽
Keyword(s):
Keyword(s):