Panel Shear Strength of Steel Coupling Beam-Pseudo Strain Hardening Cementitious Composite Wall Connection
2013 ◽
Vol 328
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pp. 965-969
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Keyword(s):
Hybrid coupled wall systems, where steel coupling beams couple two or more pseudo strain hardening cementitious composite (PSH2C) shear wall can be used in medium and high-rise construction subjected to earthquake. This paper addresses the panel shear strength of steel coupling beams - PSH2C shear wall connection. Test variables included the connection detail in hybrid coupled shear wall system. The results show that Specimens PSH2C-PSFF and PSH2C-PSFFT exhibits greater panel shears strength than Specimen PSH2C-PSF.
2013 ◽
Vol 353-356
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pp. 2119-2122
2012 ◽
Vol 204-208
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pp. 1229-1232
2011 ◽
Vol 42
(3)
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pp. 429-443
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Keyword(s):
2011 ◽
Vol 42
(6)
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pp. 1427-1445
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Keyword(s):
2013 ◽
Vol 351-352
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pp. 556-559
Keyword(s):
2005 ◽
Vol 61
(7)
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pp. 912-941
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Keyword(s):
2018 ◽
Vol 144
◽
pp. 327-343
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1998 ◽
Vol 25
(5)
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pp. 803-818
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2006 ◽
Vol 236
(23)
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pp. 2474-2484
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Keyword(s):