Experimental study of a post-tensioned precast concrete beam-column joint with energy dissipaters and partially-precast slabs
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference24 articles.
1. Experimental study on the behavior of precast segmental column with domed shear key and unbonded Post-Tensioning tendon under impact loading;Zhang;Eng Struct,2018
2. Seismic behavior of precast columns with large-spacing and high-strength longitudinal rebars spliced by epoxy mortar-filled threaded couplers;Han;Eng Struct,2018
3. Experimental and numerical study of unbonded post-tensioned precast concrete connections with controllable post-decompression stiffness;Huang;Struct Design Tall Spec Build,2021
4. Experimental study on two simple mechanical precast beam-column connections under reverse cyclic loading;Vidjeapriya;J Perform Constr Facil,2012
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4. Development and experimental seismic study of bearing-two-level yielding energy dissipation beam-column-slab joints for precast concrete frames;Journal of Building Engineering;2024-06
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