Two New Methods for Establishing Simple Yet Durable Connection System for Precast Elements
Author:
Affiliation:
1. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL (corresponding author). ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL. ORCID: .
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484777.026
Reference13 articles.
1. 318, Building Code Requirements for Structural Concrete (ACI 318–14) and Commentary (ACI 318R–14);ACI Committee;Am. Concr. Institute, Farmingt. Hills, MI,2014
2. ACI Committee 440. 2017. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-17). American Concrete Institute, Farmington Hills, MI.
3. Seismic Tests of Beam-to-Column Connections in a Precast Concrete Frame
4. Dolati S. S. K. and A. Mehrabi. 2021. “Review of Mechanical Bar Couplers for Splicing Precast Concrete Members.”
5. Dolati S. S. K. and A. Mehrabi. 2022a. “FRP Sheet/jacket System as an Alternative Method for Splicing Prestressed-precast Concrete Piles.” Case Stud. Constr. Mater. e00912. Elsevier.
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