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Displacement-Based Seismic Design Approach for Prestressed Precast Concrete Shear Walls and its Application
Prestressed precast concrete shear wall (PPCW) is a new kind of shear wall utilizing a combination of unbonded post-tensioning steel and mild steel for flexural resistance across horizontal joints. A simple procedure of direct displacement-based design approach for PPCW based on concept of inelastic design spectra is proposed. Section design is then carried out according to base overturning moment. A detailed design example demonstrating a step-by-step application of the design procedure is also provided. Nonlinear time-history analysis verified that this approach is applicable to control the target displacement to the performance acceptable limit.
Displacement-Based Seismic Design Approach for Prestressed Precast Concrete Shear Walls and its Application
Prestressed precast concrete shear wall (PPCW) is a new kind of shear wall utilizing a combination of unbonded post-tensioning steel and mild steel for flexural resistance across horizontal joints. A simple procedure of direct displacement-based design approach for PPCW based on concept of inelastic design spectra is proposed. Section design is then carried out according to base overturning moment. A detailed design example demonstrating a step-by-step application of the design procedure is also provided. Nonlinear time-history analysis verified that this approach is applicable to control the target displacement to the performance acceptable limit.
Displacement-Based Seismic Design Approach for Prestressed Precast Concrete Shear Walls and its Application
Yang, Boya (author) / Lu, Xilin (author)
Journal of Earthquake Engineering ; 22 ; 1836-1860
2018-11-26
25 pages
Article (Journal)
Electronic Resource
English
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