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What is Seismic Design of Hybrid Concrete Joints about?
This document provides a preliminary design example for a hybrid jointed ductile beam-column joint according to design standards. It summarizes: 1. The design of a monolithic solution with reinforcing bars to resist a design moment of 35 kNm. 2. The design of a post-tensioned only solution with 3 tendons stressed to 62 kN each to resist the same moment. 3. How a hybrid solution could be designed to have 50% of the moment capacity from reinforcing bars and 50% from post-tensioning, achieving the target
- Author
- Luis Pablo Ramirez Zavala
- Language
- EN