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- W2013588063 abstract "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." @default.
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- W2013588063 date "2013-06-01" @default.
- W2013588063 modified "2023-09-28" @default.
- W2013588063 title "Panel Shear Strength of Steel Coupling Beam-Pseudo Strain Hardening Cementitious Composite Wall Connection" @default.
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- W2013588063 doi "https://doi.org/10.4028/www.scientific.net/amm.328.965" @default.
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