Performance Estimate for Slender Solid Shear Wall under Rare Earthquakes
2011 ◽
Vol 374-377
◽
pp. 2152-2156
Keyword(s):
An method of calculation the displacement of wall pier in plastic zone under lateral force and axial force is proposed in this paper, which can reflect the failure behavior of wall pier at ultimate state observed from 9 RC slender solid shear wall specimens under reserve cyclic loading, and the contribution of both modes of flexural and shear deformation are considered. The comparison between analytical results and experimental results indicates the effectiveness of the method. By applying the method, performance estimate for shear wall under rare earthquakes can be conducted by engineering designer, dispense with complicated nonlinear analysis.
2012 ◽
Vol 170-173
◽
pp. 3594-3597
Keyword(s):
2001 ◽
Vol 127
(12)
◽
pp. 1436-1444
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2017 ◽
Vol 42
(2)
◽
pp. 191-198
2015 ◽
Vol 133
◽
pp. 138-151
◽
Keyword(s):
2018 ◽
Vol 83
(747)
◽
pp. 677-685
2020 ◽
Vol 45
(31)
◽
pp. 15697-15709
2012 ◽
Vol 06
(01)
◽
pp. 1250004
◽