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- W2092736542 abstract "The seismic performance of two geometrically similar precast concrete hollow core walls are investigated experimentally under biaxial lateral cyclic loading. Two wall specimens are detailed with steel-armouring at their base-to-foundation interfaces including supplementary unbonded post-tensioned prestress, fuse-bars and mechanical energy dissipators. Wall 1, with a fixed location of bonded fusebars and unbonded tendons, is tested under various biaxial load paths including “4-leaf clover” and “double 4-leaf clover” patterns. Wall 2 is similarly tested with two different configurations of unbonded tendons, unbonded fuse-bars and steel mechanical energy dissipators. A shaking table is used in slow motion to perform the reversed cyclic in-plane and out-of-plane bi-lateral quasi-static experiments. Test results show that both walls perform very well under various load paths without any discernible structural damage up to 2.0% wall drifts. It is concluded that for initial design equivalent viscous damping of 10% may be adopted to accommodate the effects of hysteretic behaviour." @default.
- W2092736542 created "2016-06-24" @default.
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- W2092736542 date "2013-09-17" @default.
- W2092736542 modified "2023-09-23" @default.
- W2092736542 title "Seismic behavior of a precast hollow core wall under biaxial lateral cyclic loading" @default.
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- W2092736542 doi "https://doi.org/10.2495/safe130721" @default.
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