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This document summarizes a study on the behavior of unbonded post-tensioning monostrand anchorage systems under monotonic tensile loading. The study aimed to investigate the ultimate strength and strain capacity of anchorage systems, make recommendations for designing and testing such systems, and provide guidance for using unbonded post-tensioning in seismic regions. The research was motivated by limited existing information on anchorage performance and the demanding loads they must withstand in seismic ap

Author

Muhannad Abu Abdo

Language

EN